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Northampton_post_stormwater Job File: H:\00758800\cwork\NORTHAMPTON_POST.PPW Rain Dir: H:\00758800\cwork\ ========================== JOB TITLE ========================== Project Date: 12/3/2009 Project Engineer: Steve Guyer Project Title: Coca Cola Northampton - Stormwater Detention Calculations Project Comments: This project involves truck dock pavement addition to replace grass area. Detention will be provided for the impervious addition. This detention basin will not effect the existing detention basin. Release from the detention will be at the predeveloped flow rate and will be released to an existing storm sewer. S/N: PondPack Ver: Compute Time: Date: Table of Contents i Table of Contents ************************ WARNING MSG *********************** WARNING......... WARNING MESSAGES ................... 1.01 ********************** MASTER SUMMARY ********************** Watershed....... Master Network Summary ............. 2.01 *************** NETWORK SUMMARIES (DETAILED) *************** Watershed....... Dev 2 Executive Summary (Nodes) .......... 3.01 Executive Summary (Links) .......... 3.02 Watershed....... Dev 10 Executive Summary (Nodes) .......... 3.03 Executive Summary (Links) .......... 3.04 Watershed....... Dev100 Executive Summary (Nodes) .......... 3.05 Executive Summary (Links) .......... 3.06 Network Calcs Sequence ............. 3.07 ****************** DESIGN STORMS SUMMARY ******************* Northampton, Mas Design Storms ...................... 4.01 Northampton, Mas Dev 2 Design Storms ...................... 4.02 ********************** RAINFALL DATA *********************** TypeII 24hr.... Dev 2 Synthetic Curve .................... 5.01 S/N: PondPack Ver: Compute Time: Date: Table of Contents ii Table of Contents (continued) Synthetic Cumulative Depth ......... 5.03 TypeII 24hr.... Dev 10 Synthetic Curve .................... 5.05 Synthetic Cumulative Depth ......... 5.07 TypeII 24hr.... Dev100 Synthetic Curve .................... 5.09 Synthetic Cumulative Depth ......... 5.11 ********************** TC CALCULATIONS ********************* WATERSHED....... Tc Calcs ........................... 6.01 ********************** CN CALCULATIONS ********************* WATERSHED....... Runoff CN-Area ..................... 7.01 ******************** RUNOFF HYDROGRAPHS ******************** Unit Hyd. Equations ................ 8.01 WATERSHED....... Dev 2 Unit Hyd. Summary .................. 8.03 Unit Hyd. (HYG output) ............. 8.04 WATERSHED....... Dev 10 Unit Hyd. Summary .................. 8.07 Unit Hyd. (HYG output) ............. 8.08 WATERSHED....... Dev100 Unit Hyd. Summary .................. 8.11 Unit Hyd. (HYG output) ............. 8.12 *********************** HYG ADDITION *********************** OUT 20.......... Dev 2 Node: Addition Summary ............. 9.01 S/N: PondPack Ver: Compute Time: Date: Table of Contents iii Table of Contents (continued) OUT 20.......... Dev 10 Node: Addition Summary ............. 9.05 OUT 20.......... Dev100 Node: Addition Summary ............. 9.09 *********************** TIME VS.ELEV *********************** POND 10 OUT Dev 2 Time-Elev ......................... 10.01 POND 10 OUT Dev 10 Time-Elev ......................... 10.04 POND 10 OUT Dev100 Time-Elev ......................... 10.07 ************************ TIME VS.VOL *********************** POND 10 OUT Dev 2 Time vs. Volume ................... 11.01 POND 10 OUT Dev 10 Time vs. Volume ................... 11.04 POND 10 OUT Dev100 Time vs. Volume ................... 11.07 *********************** POND VOLUMES *********************** POND 10......... Vol: Elev-Area .................... 12.01 ******************** OUTLET STRUCTURES ********************* Outlet 1........ Outlet Input Data ................. 13.01 S/N: PondPack Ver: Compute Time: Date: Table of Contents iv Table of Contents (continued) Individual Outlet Curves .......... 13.05 Composite Rating Curve ............ 13.11 *********************** POND ROUTING *********************** POND 10......... Pond E-V-Q Table .................. 14.01 POND 10 IN Dev 2 Node: Pond Inflow Summary ......... 14.02 POND 10 IN Dev 10 Node: Pond Inflow Summary ......... 14.06 POND 10 IN Dev100 Node: Pond Inflow Summary ......... 14.10 POND 10 OUT Dev 2 Pond Routing Summary .............. 14.14 Pond Routed HYG (total out) ....... 14.15 POND 10 OUT Dev 10 Pond Routing Summary .............. 14.18 Pond Routed HYG (total out) ....... 14.19 POND 10 OUT Dev100 Pond Routing Summary .............. 14.22 Pond Routed HYG (total out) ....... 14.23 ROUTE 10........ Dev 2 Diverted Hydrograph ............... 14.27 ROUTE 10........ Dev 10 Diverted Hydrograph ............... 14.30 ROUTE 10........ Dev100 Diverted Hydrograph ............... 14.33 S/N: PondPack Ver: Compute Time: Date: Type.... WARNING MESSAGES Page 1.01 Name.... WARNING File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW WARNING: Kr (Reverse Flow Entrance Loss Coefficient) was not specified. Kr was set to same value as Ke= .2 Check data for..... Type: Outlet Input Data Name: WARNING: Riser orifice equation controls at one or more HW elevations for outlet structure:Outlet 1 WARNING: The difference between calculated peak flow and interpolated peak flow is greater than 1.50% Computed peak flow = 1.93 cfs Interp. peak flow = 1.89 cfs (1.94% difference) Check SCS UH data for: Unit Hyd. WATERSHED Output increment for this subarea may be too large. Use Tools --> Options --> Project Options to change increment for entire project, or if you are running a watershed network analysis, use the GO button to change output increment. WARNING: The difference between calculated peak flow and interpolated peak flow is greater than 1.50% Computed peak flow = 2.92 cfs Interp. peak flow = 2.87 cfs (1.88% difference) Check SCS UH data for: Unit Hyd. WATERSHED Output increment for this subarea may be too large. Use Tools --> Options --> Project Options to change increment for entire project, or if you are running a watershed network analysis, use the GO button to change output increment. S/N: PondPack Ver: Compute Time: Date: Type.... WARNING MESSAGES Page 1.02 Name.... WARNING Event: 100 yr File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW WARNING: The difference between calculated peak flow and interpolated peak flow is greater than 1.50% Computed peak flow = 4.17 cfs Interp. peak flow = 4.09 cfs (1.85% difference) Check SCS UH data for: Unit Hyd. WATERSHED Output increment for this subarea may be too large. Use Tools --> Options --> Project Options to change increment for entire project, or if you are running a watershed network analysis, use the GO button to change output increment. S/N: PondPack Ver: Compute Time: Date: Type.... Master Network Summary Page 2.01 Name.... Watershed File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW MASTER DESIGN STORM SUMMARY Network Storm Collection: Northampton, Mas Total Depth Rainfall Return Event in Type RNF ID ------------ ------ ---------------- ---------------- Dev 2 3.0000 Synthetic Curve TypeII 24hr Dev 10 4.5000 Synthetic Curve TypeII 24hr Dev100 6.4000 Synthetic Curve TypeII 24hr MASTER NETWORK SUMMARY SCS Unit Hydrograph Method (*Node=Outfall; +Node=Diversion;) (Trun= HYG Truncation: Blank=None; L=Left; R=Rt; LR=Left&Rt) Max Return HYG Vol Qpeak Qpeak Max WSEL Pond Storage Node ID Type Event ac-ft Trun hrs cfs ft ac-ft ----------------- ---- ------ ---------- -- --------- -------- -------- ------------ *OUT 20 JCT 2 .115 12.3000 .11 *OUT 20 JCT 10 .177 12.1000 .63 *OUT 20 JCT 100 .256 12.1000 1.45 POND 10 IN POND 2 .115 11.9000 1.89 POND 10 IN POND 10 .178 11.9000 2.87 POND 10 IN POND 100 .257 11.9000 4.09 POND 10 OUT POND 2 .115 12.3000 .11 140.30 .058 POND 10 OUT POND 10 .177 12.1000 .63 140.97 .082 POND 10 OUT POND 100 .256 12.1000 1.45 141.59 .108 WATERSHED AREA 2 .115 11.9000 1.89 WATERSHED AREA 10 .178 11.9000 2.87 WATERSHED AREA 100 .257 11.9000 4.09 S/N: PondPack Ver: Compute Time: Date: Type.... Executive Summary (Nodes) Page 3.01 Name.... Watershed Event: 2 yr File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW Storm... TypeII 24hr Tag: Dev 2 NETWORK SUMMARY -- NODES (Trun.= HYG Truncation: Blank=None; L=Left; R=Rt; LR=Left & Rt) DEFAULT Design Storm File,ID = Northampton, Mas Storm Tag Name = Dev 2 -------------------------------------------------------------------- Data Type, File, ID = Synthetic Storm TypeII 24hr Storm Frequency = 2 yr Total Rainfall Depth= 3.0000 in Duration Multiplier = 1 Resulting Duration = 24.0000 hrs Resulting Start Time= .0000 hrs Step= .1000 hrs End= 24.0000 hrs HYG Vol Qpeak Qpeak Max WSEL Node ID Type ac-ft Trun. hrs cfs ft ----------------- ---- ---------- -- --------- -------- --------- Outfall OUT 20 JCT .115 12.3000 .11 POND 10 IN POND .115 11.9000 1.89 POND 10 OUT POND .115 12.3000 .11 140.30 WATERSHED AREA .115 11.9000 1.89 S/N: PondPack Ver: Compute Time: Date: Type.... Executive Summary (Links) Page 3.02 Name.... Watershed Event: 2 yr File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW Storm... TypeII 24hr Tag: Dev 2 NETWORK SUMMARY -- LINKS (UN=Upstream Node; DL=DNstream End of Link; DN=DNstream Node) (Trun.= HYG Truncation: Blank=None; L=Left; R=Rt; LR=Left & Rt) DEFAULT Design Storm File,ID = Northampton, Mas Storm Tag Name = Dev 2 -------------------------------------------------------------------- Data Type, File, ID = Synthetic Storm TypeII 24hr Storm Frequency = 2 yr Total Rainfall Depth= 3.0000 in Duration Multiplier = 1 Resulting Duration = 24.0000 hrs Resulting Start Time= .0000 hrs Step= .1000 hrs End= 24.0000 hrs HYG Vol Peak Time Peak Q Link ID Type ac-ft Trun. hrs cfs End Points ---------------- ---- ----------- --- ------- -------- ---------------- ADDLINK 10 ADD UN .115 11.9000 1.89 WATERSHED DL .115 11.9000 1.89 DN .115 11.9000 1.89 POND 10 IN ROUTE 10 PONDrt UN .115 11.9000 1.89 POND 10 IN ROUTE 10 .115 12.3000 .11 POND 10 OUT DL .115 12.3000 .11 DN .115 12.3000 .11 OUT 20 S/N: PondPack Ver: Compute Time: Date: Type.... Executive Summary (Nodes) Page 3.03 Name.... Watershed Event: 10 yr File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW Storm... TypeII 24hr Tag: Dev 10 NETWORK SUMMARY -- NODES (Trun.= HYG Truncation: Blank=None; L=Left; R=Rt; LR=Left & Rt) DEFAULT Design Storm File,ID = Northampton, Mas Storm Tag Name = Dev 10 -------------------------------------------------------------------- Data Type, File, ID = Synthetic Storm TypeII 24hr Storm Frequency = 10 yr Total Rainfall Depth= 4.5000 in Duration Multiplier = 1 Resulting Duration = 24.0000 hrs Resulting Start Time= .0000 hrs Step= .1000 hrs End= 24.0000 hrs HYG Vol Qpeak Qpeak Max WSEL Node ID Type ac-ft Trun. hrs cfs ft ----------------- ---- ---------- -- --------- -------- --------- Outfall OUT 20 JCT .177 12.1000 .63 POND 10 IN POND .178 11.9000 2.87 POND 10 OUT POND .177 12.1000 .63 140.97 WATERSHED AREA .178 11.9000 2.87 S/N: PondPack Ver: Compute Time: Date: Type.... Executive Summary (Links) Page 3.04 Name.... Watershed Event: 10 yr File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW Storm... TypeII 24hr Tag: Dev 10 NETWORK SUMMARY -- LINKS (UN=Upstream Node; DL=DNstream End of Link; DN=DNstream Node) (Trun.= HYG Truncation: Blank=None; L=Left; R=Rt; LR=Left & Rt) DEFAULT Design Storm File,ID = Northampton, Mas Storm Tag Name = Dev 10 -------------------------------------------------------------------- Data Type, File, ID = Synthetic Storm TypeII 24hr Storm Frequency = 10 yr Total Rainfall Depth= 4.5000 in Duration Multiplier = 1 Resulting Duration = 24.0000 hrs Resulting Start Time= .0000 hrs Step= .1000 hrs End= 24.0000 hrs HYG Vol Peak Time Peak Q Link ID Type ac-ft Trun. hrs cfs End Points ---------------- ---- ----------- --- ------- -------- ---------------- ADDLINK 10 ADD UN .178 11.9000 2.87 WATERSHED DL .178 11.9000 2.87 DN .178 11.9000 2.87 POND 10 IN ROUTE 10 PONDrt UN .178 11.9000 2.87 POND 10 IN ROUTE 10 .177 12.1000 .63 POND 10 OUT DL .177 12.1000 .63 DN .177 12.1000 .63 OUT 20 S/N: PondPack Ver: Compute Time: Date: Type.... Executive Summary (Nodes) Page 3.05 Name.... Watershed Event: 100 yr File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW Storm... TypeII 24hr Tag: Dev100 NETWORK SUMMARY -- NODES (Trun.= HYG Truncation: Blank=None; L=Left; R=Rt; LR=Left & Rt) DEFAULT Design Storm File,ID = Northampton, Mas Storm Tag Name = Dev100 -------------------------------------------------------------------- Data Type, File, ID = Synthetic Storm TypeII 24hr Storm Frequency = 100 yr Total Rainfall Depth= 6.4000 in Duration Multiplier = 1 Resulting Duration = 24.0000 hrs Resulting Start Time= .0000 hrs Step= .1000 hrs End= 24.0000 hrs HYG Vol Qpeak Qpeak Max WSEL Node ID Type ac-ft Trun. hrs cfs ft ----------------- ---- ---------- -- --------- -------- --------- Outfall OUT 20 JCT .256 12.1000 1.45 POND 10 IN POND .257 11.9000 4.09 POND 10 OUT POND .256 12.1000 1.45 141.59 WATERSHED AREA .257 11.9000 4.09 S/N: PondPack Ver: Compute Time: Date: Type.... Executive Summary (Links) Page 3.06 Name.... Watershed Event: 100 yr File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW Storm... TypeII 24hr Tag: Dev100 NETWORK SUMMARY -- LINKS (UN=Upstream Node; DL=DNstream End of Link; DN=DNstream Node) (Trun.= HYG Truncation: Blank=None; L=Left; R=Rt; LR=Left & Rt) DEFAULT Design Storm File,ID = Northampton, Mas Storm Tag Name = Dev100 -------------------------------------------------------------------- Data Type, File, ID = Synthetic Storm TypeII 24hr Storm Frequency = 100 yr Total Rainfall Depth= 6.4000 in Duration Multiplier = 1 Resulting Duration = 24.0000 hrs Resulting Start Time= .0000 hrs Step= .1000 hrs End= 24.0000 hrs HYG Vol Peak Time Peak Q Link ID Type ac-ft Trun. hrs cfs End Points ---------------- ---- ----------- --- ------- -------- ---------------- ADDLINK 10 ADD UN .257 11.9000 4.09 WATERSHED DL .257 11.9000 4.09 DN .257 11.9000 4.09 POND 10 IN ROUTE 10 PONDrt UN .257 11.9000 4.09 POND 10 IN ROUTE 10 .256 12.1000 1.45 POND 10 OUT DL .256 12.1000 1.45 DN .256 12.1000 1.45 OUT 20 S/N: PondPack Ver: Compute Time: Date: Type.... Network Calcs Sequence Page 3.07 Name.... Watershed Event: 100 yr File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW Storm... TypeII 24hr Tag: Dev100 NETWORK RUNOFF NODE SEQUENCE =========================================================================== Runoff Data Apply to Node Receiving Link =========================================================================== SCS UH WATERSHED Subarea WATERSHED Add Hyd WATERSHED S/N: PondPack Ver: Compute Time: Date: Type.... Network Calcs Sequence Page 3.08 Name.... Watershed Event: 100 yr File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW Storm... TypeII 24hr Tag: Dev100 NETWORK ROUTING SEQUENCE =========================================================================== Link Operation UPstream Node DNstream Node =========================================================================== Add Hyd ADDLINK 10 Subarea WATERSHED Pond POND 10 IN POND ROUTE TOTAL OUTFLOW... Total Pond Outflow Pond POND 10 IN Outflow POND 10 OUT SET POND ROUTING LINK TO TOTAL POND OUTFLOW... Outlet ROUTE 10 Outflow POND 10 OUT Jct OUT 20 S/N: PondPack Ver: Compute Time: Date: Type.... Design Storms Page 4.01 Name.... Northampton, Mas File.... H:\00758800\cwork\ Title... Project Date: 12/3/2009 Project Engineer: Steve Guyer Project Title: Coca Cola Northampton - Stormwater Detention Calculations Project Comments: This project involves truck dock pavement addition to replace grass area. Detention will be provided for the impervious addition. This detention basin will not effect the existing detention basin. Release from the detention will be at the predeveloped flow rate and will be released to an existing storm sewer. DESIGN STORMS SUMMARY Design Storm File,ID = Northampton, Mas Storm Tag Name = Dev 2 ---------------------------------------------------------------------- Data Type, File, ID = Synthetic Storm TypeII 24hr Storm Frequency = 2 yr Total Rainfall Depth= 3.0000 in Duration Multiplier = 1 Resulting Duration = 24.0000 hrs Resulting Start Time= .0000 hrs Step= .1000 hrs End= 24.0000 hrs Storm Tag Name = Dev 10 ---------------------------------------------------------------------- Data Type, File, ID = Synthetic Storm TypeII 24hr Storm Frequency = 10 yr Total Rainfall Depth= 4.5000 in Duration Multiplier = 1 Resulting Duration = 24.0000 hrs Resulting Start Time= .0000 hrs Step= .1000 hrs End= 24.0000 hrs Storm Tag Name = Dev100 ---------------------------------------------------------------------- Data Type, File, ID = Synthetic Storm TypeII 24hr Storm Frequency = 100 yr Total Rainfall Depth= 6.4000 in Duration Multiplier = 1 Resulting Duration = 24.0000 hrs Resulting Start Time= .0000 hrs Step= .1000 hrs End= 24.0000 hrs S/N: PondPack Ver: Compute Time: Date: Type.... Design Storms Page 4.02 Name.... Northampton, Mas Event: 2 yr File.... H:\00758800\cwork\ Storm... TypeII 24hr Tag: Dev 2 DESIGN STORMS SUMMARY Design Storm File,ID = Northampton, Mas Storm Tag Name = Dev 2 ---------------------------------------------------------------------- Data Type, File, ID = Synthetic Storm TypeII 24hr Storm Frequency = 2 yr Total Rainfall Depth= 3.0000 in Duration Multiplier = 1 Resulting Duration = 24.0000 hrs Resulting Start Time= .0000 hrs Step= .1000 hrs End= 24.0000 hrs Storm Tag Name = Dev 10 ---------------------------------------------------------------------- Data Type, File, ID = Synthetic Storm TypeII 24hr Storm Frequency = 10 yr Total Rainfall Depth= 4.5000 in Duration Multiplier = 1 Resulting Duration = 24.0000 hrs Resulting Start Time= .0000 hrs Step= .1000 hrs End= 24.0000 hrs Storm Tag Name = Dev100 ---------------------------------------------------------------------- Data Type, File, ID = Synthetic Storm TypeII 24hr Storm Frequency = 100 yr Total Rainfall Depth= 6.4000 in Duration Multiplier = 1 Resulting Duration = 24.0000 hrs Resulting Start Time= .0000 hrs Step= .1000 hrs End= 24.0000 hrs S/N: PondPack Ver: Compute Time: Date: Type.... Synthetic Curve Page 5.01 Name.... TypeII 24hr Tag: Dev 2 File.... H:\00758800\cwork\ CUMULATIVE RAINFALL FRACTIONS Time | Output Time increment = .1000 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- .0000 | .000 .001 .002 .003 .004 .5000 | .005 .006 .007 .008 .009 1.0000 | .011 .012 .013 .014 .015 1.5000 | .016 .017 .018 .020 .021 2.0000 | .022 .023 .024 .026 .027 2.5000 | .028 .029 .031 .032 .033 3.0000 | .035 .036 .037 .038 .040 3.5000 | .041 .042 .044 .045 .047 4.0000 | .048 .049 .051 .052 .054 4.5000 | .055 .057 .058 .060 .061 5.0000 | .063 .065 .066 .068 .070 5.5000 | .071 .073 .075 .076 .078 6.0000 | .080 .082 .084 .085 .087 6.5000 | .089 .091 .093 .095 .097 7.0000 | .099 .101 .103 .105 .107 7.5000 | .109 .111 .113 .116 .118 8.0000 | .120 .122 .125 .127 .130 8.5000 | .132 .135 .138 .141 .144 9.0000 | .147 .150 .153 .157 .160 9.5000 | .163 .166 .170 .173 .177 10.0000 | .181 .185 .189 .194 .199 10.5000 | .204 .209 .215 .221 .228 11.0000 | .235 .243 .251 .261 .271 11.5000 | .283 .307 .354 .431 .568 12.0000 | .663 .682 .699 .713 .725 12.5000 | .735 .743 .751 .759 .766 13.0000 | .772 .778 .784 .789 .794 13.5000 | .799 .804 .808 .812 .816 14.0000 | .820 .824 .827 .831 .834 14.5000 | .838 .841 .844 .847 .850 15.0000 | .854 .856 .859 .862 .865 15.5000 | .868 .870 .873 .875 .878 16.0000 | .880 .882 .885 .887 .889 16.5000 | .891 .893 .895 .898 .900 17.0000 | .902 .904 .906 .908 .910 17.5000 | .912 .914 .915 .917 .919 18.0000 | .921 .923 .925 .926 .928 18.5000 | .930 .931 .933 .935 .936 19.0000 | .938 .939 .941 .942 .944 19.5000 | .945 .947 .948 .949 .951 20.0000 | .952 .953 .955 .956 .957 20.5000 | .958 .960 .961 .962 .964 21.0000 | .965 .966 .967 .968 .970 21.5000 | .971 .972 .973 .975 .976 S/N: PondPack Ver: Compute Time: Date: Type.... Synthetic Curve Page 5.02 Name.... TypeII 24hr Tag: Dev 2 File.... H:\00758800\cwork\ CUMULATIVE RAINFALL FRACTIONS Time | Output Time increment = .1000 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 22.0000 | .977 .978 .979 .981 .982 22.5000 | .983 .984 .985 .986 .988 23.0000 | .989 .990 .991 .992 .993 23.5000 | .994 .996 .997 .998 .999 24.0000 | 1.000 S/N: PondPack Ver: Compute Time: Date: Type.... Synthetic Cumulative Depth Page 5.03 Name.... TypeII 24hr Tag: Dev 2 Event: 2 yr File.... H:\00758800\cwork\ Storm... TypeII 24hr Tag: Dev 2 CUMULATIVE RAINFALL DEPTHS (in) Time | Output Time increment = .1000 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- .0000 | .0000 .0030 .0061 .0092 .0122 .5000 | .0154 .0185 .0218 .0250 .0282 1.0000 | .0315 .0348 .0382 .0416 .0449 1.5000 | .0484 .0518 .0554 .0589 .0624 2.0000 | .0660 .0696 .0733 .0770 .0806 2.5000 | .0844 .0881 .0920 .0958 .0996 3.0000 | .1035 .1074 .1114 .1154 .1193 3.5000 | .1234 .1274 .1316 .1357 .1398 4.0000 | .1440 .1482 .1525 .1569 .1613 4.5000 | .1658 .1703 .1749 .1795 .1842 5.0000 | .1890 .1938 .1987 .2037 .2087 5.5000 | .2138 .2189 .2241 .2293 .2346 6.0000 | .2400 .2454 .2509 .2565 .2621 6.5000 | .2678 .2735 .2793 .2851 .2910 7.0000 | .2970 .3030 .3091 .3153 .3215 7.5000 | .3278 .3341 .3405 .3469 .3534 8.0000 | .3600 .3668 .3738 .3812 .3888 8.5000 | .3968 .4050 .4136 .4224 .4316 9.0000 | .4410 .4506 .4602 .4698 .4794 9.5000 | .4890 .4988 .5092 .5200 .5312 10.0000 | .5430 .5554 .5684 .5822 .5968 10.5000 | .6120 .6282 .6456 .6642 .6840 11.0000 | .7050 .7280 .7540 .7828 .8144 11.5000 | .8490 .9205 1.0631 1.2924 1.7036 12.0000 | 1.9890 2.0459 2.0959 2.1391 2.1755 12.5000 | 2.2050 2.2303 2.2541 2.2763 2.2969 13.0000 | 2.3160 2.3339 2.3509 2.3671 2.3825 13.5000 | 2.3970 2.4108 2.4240 2.4366 2.4486 14.0000 | 2.4600 2.4710 2.4818 2.4924 2.5027 14.5000 | 2.5129 2.5228 2.5326 2.5421 2.5514 15.0000 | 2.5605 2.5694 2.5781 2.5866 2.5948 15.5000 | 2.6029 2.6107 2.6184 2.6258 2.6330 16.0000 | 2.6400 2.6469 2.6537 2.6604 2.6670 16.5000 | 2.6736 2.6801 2.6865 2.6928 2.6991 17.0000 | 2.7053 2.7114 2.7174 2.7234 2.7293 17.5000 | 2.7351 2.7408 2.7465 2.7521 2.7576 18.0000 | 2.7630 2.7684 2.7737 2.7789 2.7840 18.5000 | 2.7891 2.7941 2.7990 2.8038 2.8086 19.0000 | 2.8133 2.8179 2.8224 2.8269 2.8313 19.5000 | 2.8356 2.8398 2.8440 2.8481 2.8521 20.0000 | 2.8560 2.8599 2.8638 2.8676 2.8715 20.5000 | 2.8753 2.8791 2.8829 2.8867 2.8905 21.0000 | 2.8943 2.8980 2.9017 2.9054 2.9091 21.5000 | 2.9128 2.9165 2.9201 2.9238 2.9274 S/N: PondPack Ver: Compute Time: Date: Type.... Synthetic Cumulative Depth Page 5.04 Name.... TypeII 24hr Tag: Dev 2 Event: 2 yr File.... H:\00758800\cwork\ Storm... TypeII 24hr Tag: Dev 2 CUMULATIVE RAINFALL DEPTHS (in) Time | Output Time increment = .1000 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 22.0000 | 2.9310 2.9346 2.9382 2.9417 2.9453 22.5000 | 2.9488 2.9523 2.9558 2.9593 2.9628 23.0000 | 2.9663 2.9697 2.9731 2.9765 2.9799 23.5000 | 2.9833 2.9867 2.9900 2.9934 2.9967 24.0000 | 3.0000 S/N: PondPack Ver: Compute Time: Date: Type.... Synthetic Curve Page 5.05 Name.... TypeII 24hr Tag: Dev 10 File.... H:\00758800\cwork\ CUMULATIVE RAINFALL FRACTIONS Time | Output Time increment = .1000 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- .0000 | .000 .001 .002 .003 .004 .5000 | .005 .006 .007 .008 .009 1.0000 | .011 .012 .013 .014 .015 1.5000 | .016 .017 .018 .020 .021 2.0000 | .022 .023 .024 .026 .027 2.5000 | .028 .029 .031 .032 .033 3.0000 | .035 .036 .037 .038 .040 3.5000 | .041 .042 .044 .045 .047 4.0000 | .048 .049 .051 .052 .054 4.5000 | .055 .057 .058 .060 .061 5.0000 | .063 .065 .066 .068 .070 5.5000 | .071 .073 .075 .076 .078 6.0000 | .080 .082 .084 .085 .087 6.5000 | .089 .091 .093 .095 .097 7.0000 | .099 .101 .103 .105 .107 7.5000 | .109 .111 .113 .116 .118 8.0000 | .120 .122 .125 .127 .130 8.5000 | .132 .135 .138 .141 .144 9.0000 | .147 .150 .153 .157 .160 9.5000 | .163 .166 .170 .173 .177 10.0000 | .181 .185 .189 .194 .199 10.5000 | .204 .209 .215 .221 .228 11.0000 | .235 .243 .251 .261 .271 11.5000 | .283 .307 .354 .431 .568 12.0000 | .663 .682 .699 .713 .725 12.5000 | .735 .743 .751 .759 .766 13.0000 | .772 .778 .784 .789 .794 13.5000 | .799 .804 .808 .812 .816 14.0000 | .820 .824 .827 .831 .834 14.5000 | .838 .841 .844 .847 .850 15.0000 | .854 .856 .859 .862 .865 15.5000 | .868 .870 .873 .875 .878 16.0000 | .880 .882 .885 .887 .889 16.5000 | .891 .893 .895 .898 .900 17.0000 | .902 .904 .906 .908 .910 17.5000 | .912 .914 .915 .917 .919 18.0000 | .921 .923 .925 .926 .928 18.5000 | .930 .931 .933 .935 .936 19.0000 | .938 .939 .941 .942 .944 19.5000 | .945 .947 .948 .949 .951 20.0000 | .952 .953 .955 .956 .957 20.5000 | .958 .960 .961 .962 .964 21.0000 | .965 .966 .967 .968 .970 21.5000 | .971 .972 .973 .975 .976 S/N: PondPack Ver: Compute Time: Date: Type.... Synthetic Curve Page 5.06 Name.... TypeII 24hr Tag: Dev 10 File.... H:\00758800\cwork\ CUMULATIVE RAINFALL FRACTIONS Time | Output Time increment = .1000 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 22.0000 | .977 .978 .979 .981 .982 22.5000 | .983 .984 .985 .986 .988 23.0000 | .989 .990 .991 .992 .993 23.5000 | .994 .996 .997 .998 .999 24.0000 | 1.000 S/N: PondPack Ver: Compute Time: Date: Type.... Synthetic Cumulative Depth Page 5.07 Name.... TypeII 24hr Tag: Dev 10 Event: 10 yr File.... H:\00758800\cwork\ Storm... TypeII 24hr Tag: Dev 10 CUMULATIVE RAINFALL DEPTHS (in) Time | Output Time increment = .1000 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- .0000 | .0000 .0045 .0091 .0137 .0184 .5000 | .0231 .0278 .0326 .0374 .0423 1.0000 | .0473 .0522 .0572 .0623 .0674 1.5000 | .0726 .0778 .0830 .0883 .0936 2.0000 | .0990 .1044 .1099 .1154 .1210 2.5000 | .1266 .1322 .1379 .1436 .1494 3.0000 | .1553 .1611 .1670 .1730 .1790 3.5000 | .1851 .1912 .1973 .2035 .2097 4.0000 | .2160 .2223 .2288 .2353 .2419 4.5000 | .2486 .2554 .2623 .2693 .2763 5.0000 | .2835 .2907 .2981 .3055 .3130 5.5000 | .3206 .3283 .3361 .3440 .3519 6.0000 | .3600 .3681 .3764 .3847 .3931 6.5000 | .4016 .4102 .4189 .4277 .4365 7.0000 | .4455 .4545 .4637 .4729 .4822 7.5000 | .4916 .5011 .5107 .5204 .5301 8.0000 | .5400 .5501 .5607 .5717 .5832 8.5000 | .5951 .6075 .6203 .6336 .6473 9.0000 | .6615 .6759 .6903 .7047 .7191 9.5000 | .7335 .7483 .7637 .7799 .7969 10.0000 | .8145 .8330 .8527 .8734 .8951 10.5000 | .9180 .9423 .9684 .9963 1.0260 11.0000 | 1.0575 1.0921 1.1309 1.1741 1.2217 11.5000 | 1.2735 1.3808 1.5946 1.9386 2.5554 12.0000 | 2.9835 3.0688 3.1439 3.2087 3.2632 12.5000 | 3.3075 3.3455 3.3811 3.4144 3.4454 13.0000 | 3.4740 3.5008 3.5264 3.5507 3.5737 13.5000 | 3.5955 3.6162 3.6360 3.6549 3.6729 14.0000 | 3.6900 3.7065 3.7227 3.7386 3.7541 14.5000 | 3.7693 3.7842 3.7989 3.8131 3.8271 15.0000 | 3.8408 3.8541 3.8671 3.8799 3.8922 15.5000 | 3.9043 3.9161 3.9276 3.9387 3.9495 16.0000 | 3.9600 3.9703 3.9805 3.9906 4.0005 16.5000 | 4.0104 4.0201 4.0297 4.0392 4.0486 17.0000 | 4.0579 4.0671 4.0761 4.0851 4.0939 17.5000 | 4.1026 4.1112 4.1197 4.1281 4.1364 18.0000 | 4.1445 4.1526 4.1605 4.1683 4.1760 18.5000 | 4.1836 4.1911 4.1985 4.2057 4.2129 19.0000 | 4.2199 4.2268 4.2336 4.2403 4.2469 19.5000 | 4.2534 4.2597 4.2660 4.2721 4.2781 20.0000 | 4.2840 4.2899 4.2957 4.3015 4.3072 20.5000 | 4.3130 4.3187 4.3244 4.3301 4.3358 21.0000 | 4.3414 4.3470 4.3526 4.3582 4.3637 21.5000 | 4.3692 4.3747 4.3802 4.3857 4.3911 S/N: PondPack Ver: Compute Time: Date: Type.... Synthetic Cumulative Depth Page 5.08 Name.... TypeII 24hr Tag: Dev 10 Event: 10 yr File.... H:\00758800\cwork\ Storm... TypeII 24hr Tag: Dev 10 CUMULATIVE RAINFALL DEPTHS (in) Time | Output Time increment = .1000 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 22.0000 | 4.3965 4.4019 4.4073 4.4126 4.4179 22.5000 | 4.4232 4.4285 4.4338 4.4390 4.4442 23.0000 | 4.4494 4.4546 4.4597 4.4648 4.4699 23.5000 | 4.4750 4.4800 4.4851 4.4901 4.4951 24.0000 | 4.5000 S/N: PondPack Ver: Compute Time: Date: Type.... Synthetic Curve Page 5.09 Name.... TypeII 24hr Tag: Dev100 File.... H:\00758800\cwork\ CUMULATIVE RAINFALL FRACTIONS Time | Output Time increment = .1000 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- .0000 | .000 .001 .002 .003 .004 .5000 | .005 .006 .007 .008 .009 1.0000 | .011 .012 .013 .014 .015 1.5000 | .016 .017 .018 .020 .021 2.0000 | .022 .023 .024 .026 .027 2.5000 | .028 .029 .031 .032 .033 3.0000 | .035 .036 .037 .038 .040 3.5000 | .041 .042 .044 .045 .047 4.0000 | .048 .049 .051 .052 .054 4.5000 | .055 .057 .058 .060 .061 5.0000 | .063 .065 .066 .068 .070 5.5000 | .071 .073 .075 .076 .078 6.0000 | .080 .082 .084 .085 .087 6.5000 | .089 .091 .093 .095 .097 7.0000 | .099 .101 .103 .105 .107 7.5000 | .109 .111 .113 .116 .118 8.0000 | .120 .122 .125 .127 .130 8.5000 | .132 .135 .138 .141 .144 9.0000 | .147 .150 .153 .157 .160 9.5000 | .163 .166 .170 .173 .177 10.0000 | .181 .185 .189 .194 .199 10.5000 | .204 .209 .215 .221 .228 11.0000 | .235 .243 .251 .261 .271 11.5000 | .283 .307 .354 .431 .568 12.0000 | .663 .682 .699 .713 .725 12.5000 | .735 .743 .751 .759 .766 13.0000 | .772 .778 .784 .789 .794 13.5000 | .799 .804 .808 .812 .816 14.0000 | .820 .824 .827 .831 .834 14.5000 | .838 .841 .844 .847 .850 15.0000 | .854 .856 .859 .862 .865 15.5000 | .868 .870 .873 .875 .878 16.0000 | .880 .882 .885 .887 .889 16.5000 | .891 .893 .895 .898 .900 17.0000 | .902 .904 .906 .908 .910 17.5000 | .912 .914 .915 .917 .919 18.0000 | .921 .923 .925 .926 .928 18.5000 | .930 .931 .933 .935 .936 19.0000 | .938 .939 .941 .942 .944 19.5000 | .945 .947 .948 .949 .951 20.0000 | .952 .953 .955 .956 .957 20.5000 | .958 .960 .961 .962 .964 21.0000 | .965 .966 .967 .968 .970 21.5000 | .971 .972 .973 .975 .976 S/N: PondPack Ver: Compute Time: Date: Type.... Synthetic Curve Page 5.10 Name.... TypeII 24hr Tag: Dev100 File.... H:\00758800\cwork\ CUMULATIVE RAINFALL FRACTIONS Time | Output Time increment = .1000 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 22.0000 | .977 .978 .979 .981 .982 22.5000 | .983 .984 .985 .986 .988 23.0000 | .989 .990 .991 .992 .993 23.5000 | .994 .996 .997 .998 .999 24.0000 | 1.000 S/N: PondPack Ver: Compute Time: Date: Type.... Synthetic Cumulative Depth Page 5.11 Name.... TypeII 24hr Tag: Dev100 Event: 100 yr File.... H:\00758800\cwork\ Storm... TypeII 24hr Tag: Dev100 CUMULATIVE RAINFALL DEPTHS (in) Time | Output Time increment = .1000 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- .0000 | .0000 .0065 .0129 .0195 .0261 .5000 | .0328 .0396 .0464 .0532 .0602 1.0000 | .0672 .0743 .0814 .0886 .0959 1.5000 | .1032 .1106 .1181 .1256 .1332 2.0000 | .1408 .1485 .1563 .1642 .1720 2.5000 | .1800 .1880 .1962 .2043 .2125 3.0000 | .2208 .2292 .2376 .2461 .2546 3.5000 | .2632 .2719 .2806 .2894 .2983 4.0000 | .3072 .3162 .3254 .3347 .3441 4.5000 | .3536 .3633 .3731 .3830 .3930 5.0000 | .4032 .4135 .4239 .4345 .4452 5.5000 | .4560 .4669 .4780 .4892 .5005 6.0000 | .5120 .5236 .5353 .5471 .5591 6.5000 | .5712 .5834 .5958 .6083 .6209 7.0000 | .6336 .6465 .6595 .6726 .6858 7.5000 | .6992 .7127 .7263 .7401 .7540 8.0000 | .7680 .7824 .7974 .8131 .8294 8.5000 | .8464 .8640 .8822 .9011 .9206 9.0000 | .9408 .9613 .9818 1.0022 1.0227 9.5000 | 1.0432 1.0642 1.0862 1.1092 1.1333 10.0000 | 1.1584 1.1848 1.2127 1.2421 1.2731 10.5000 | 1.3056 1.3402 1.3773 1.4170 1.4592 11.0000 | 1.5040 1.5532 1.6084 1.6699 1.7375 11.5000 | 1.8112 1.9638 2.2679 2.7571 3.6343 12.0000 | 4.2432 4.3645 4.4713 4.5635 4.6410 12.5000 | 4.7040 4.7580 4.8087 4.8561 4.9001 13.0000 | 4.9408 4.9789 5.0153 5.0499 5.0826 13.5000 | 5.1136 5.1430 5.1712 5.1981 5.2237 14.0000 | 5.2480 5.2715 5.2945 5.3171 5.3391 14.5000 | 5.3608 5.3820 5.4028 5.4231 5.4430 15.0000 | 5.4624 5.4814 5.4999 5.5180 5.5356 15.5000 | 5.5528 5.5695 5.5859 5.6017 5.6171 16.0000 | 5.6320 5.6467 5.6611 5.6755 5.6896 16.5000 | 5.7036 5.7174 5.7311 5.7446 5.7580 17.0000 | 5.7712 5.7843 5.7971 5.8099 5.8224 17.5000 | 5.8348 5.8470 5.8591 5.8710 5.8828 18.0000 | 5.8944 5.9059 5.9171 5.9283 5.9392 18.5000 | 5.9500 5.9606 5.9711 5.9814 5.9916 19.0000 | 6.0016 6.0115 6.0211 6.0307 6.0400 19.5000 | 6.0492 6.0582 6.0671 6.0758 6.0844 20.0000 | 6.0928 6.1011 6.1094 6.1176 6.1258 20.5000 | 6.1340 6.1421 6.1503 6.1583 6.1664 21.0000 | 6.1744 6.1824 6.1903 6.1983 6.2061 21.5000 | 6.2140 6.2218 6.2296 6.2374 6.2451 S/N: PondPack Ver: Compute Time: Date: Type.... Synthetic Cumulative Depth Page 5.12 Name.... TypeII 24hr Tag: Dev100 Event: 100 yr File.... H:\00758800\cwork\ Storm... TypeII 24hr Tag: Dev100 CUMULATIVE RAINFALL DEPTHS (in) Time | Output Time increment = .1000 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 22.0000 | 6.2528 6.2605 6.2681 6.2757 6.2833 22.5000 | 6.2908 6.2983 6.3058 6.3132 6.3206 23.0000 | 6.3280 6.3354 6.3427 6.3500 6.3572 23.5000 | 6.3644 6.3716 6.3788 6.3859 6.3930 24.0000 | 6.4000 S/N: PondPack Ver: Compute Time: Date: Type.... Tc Calcs Page 6.01 Name.... WATERSHED File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: TIME OF CONCENTRATION CALCULATOR :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: ------------------------------------------------------------------------ Segment #1: Tc: User Defined Segment #1 Time: .0830 hrs ------------------------------------------------------------------------ ========================= Total Tc: .0830 hrs Calculated Tc < Min.Tc: Use Minimum Tc... Use Tc = .0833 hrs ========================= S/N: PondPack Ver: Compute Time: Date: Type.... Tc Calcs Page 6.02 Name.... WATERSHED File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW ------------------------------------------------------------------------ Tc Equations used... ------------------------------------------------------------------------ ==== User Defined ====================================================== Tc = Value entered by user Where: Tc = Time of concentration S/N: PondPack Ver: Compute Time: Date: Type.... Runoff CN-Area Page 7.01 Name.... WATERSHED File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW RUNOFF CURVE NUMBER DATA :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: -------------------------------------------------------------------------- Impervious Area Adjustment Adjusted Soil/Surface Description CN acres %C %UC CN -------------------------------- ---- --------- ----- ----- ------ Impervious Areas - Paved parking lo 98 .500 98.00 COMPOSITE AREA & WEIGHTED CN ---> .500 98.00 (98) ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: S/N: PondPack Ver: Compute Time: Date: Type.... Unit Hyd. Equations Page 8.01 Name.... File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW SCS UNIT HYDROGRAPH METHOD (Computational Notes) DEFINITION OF TERMS: ------------------------------------------------ At = Total area (acres): At = Ai+Ap Ai = Impervious area (acres) Ap = Pervious area (acres) CNi = Runoff curve number for impervious area CNp = Runoff curve number for pervious area fLoss = f loss constant infiltration (depth/time) gKs = Saturated Hydraulic Conductivity (depth/time) Md = Volumetric Moisture Deficit Psi = Capillary Suction (length) hK = Horton Infiltration Decay Rate (time^-1) fo = Initial Infiltration Rate (depth/time) fc = Ultimate(capacity)Infiltration Rate (depth/time) Ia = Initial Abstraction (length) dt = Computational increment (duration of unit excess rainfall) Default dt is smallest value of 0.1333Tc, rtm, and th (Smallest dt is then adjusted to match up with Tp) UDdt = User specified override computational main time increment (only used if UDdt is => .1333Tc) D(t) = Point on distribution curve (fraction of P) for time step t K = 2 / (1 + (Tr/Tp)): default K = 0.75: (for Tr/Tp = 1.67) Ks = Hydrograph shape factor = Unit Conversions * K: = ((1hr/3600sec) * (1ft/12in) * ((5280ft)**2/sq.mi)) * K Default Ks = 645.333 * 0.75 = 484 Lag = Lag time from center of excess runoff (dt) to Tp: Lag = 0.6Tc P = Total precipitation depth, inches Pa(t) = Accumulated rainfall at time step t Pi(t) = Incremental rainfall at time step t qp = Peak discharge (cfs) for 1in. runoff, for 1hr, for 1 sq.mi. = (Ks * A * Q) / Tp (where Q = 1in. runoff, A=sq.mi.) Qu(t) = Unit hydrograph ordinate (cfs) at time step t Q(t) = Final hydrograph ordinate (cfs) at time step t Rai(t)= Accumulated runoff (inches) at time step t for impervious area Rap(t)= Accumulated runoff (inches) at time step t for pervious area Rii(t)= Incremental runoff (inches) at time step t for impervious area Rip(t)= Incremental runoff (inches) at time step t for pervious area R(t) = Incremental weighted total runoff (inches) Rtm = Time increment for rainfall table Si = S for impervious area: Si = (1000/CNi) - 10 Sp = S for pervious area: Sp = (1000/CNp) - 10 t = Time step (row) number Tc = Time of concentration Tb = Time (hrs) of entire unit hydrograph: Tb = Tp + Tr Tp = Time (hrs) to peak of a unit hydrograph: Tp = (dt/2) + Lag Tr = Time (hrs) of receding limb of unit hydrograph: Tr = ratio of Tp S/N: PondPack Ver: Compute Time: Date: Type.... Unit Hyd. Equations Page 8.02 Name.... File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW SCS UNIT HYDROGRAPH METHOD (Computational Notes) PRECIPITATION: ----------------------------------------------------------- Column (1): Time for time step t Column (2): D(t) = Point on distribution curve for time step t Column (3): Pi(t) = Pa(t) - Pa(t-1): Col.(4) - Preceding Col.(4) Column (4): Pa(t) = D(t) x P: Col.(2) x P PERVIOUS AREA RUNOFF (using SCS Runoff CN Method) ------------------------ Column (5): Rap(t) = Accumulated pervious runoff for time step t If (Pa(t) is <= 0.2Sp) then use: Rap(t) = 0.0 If (Pa(t) is > 0.2Sp) then use: Rap(t) = (Col.(4)-0.2Sp)**2 / (Col.(4)+0.8Sp) Column (6): Rip(t) = Incremental pervious runoff for time step t Rip(t) = Rap(t) - Rap(t-1) Rip(t) = Col.(5) for current row - Col.(5) for preceding row. IMPERVIOUS AREA RUNOFF --------------------------------------------------- Column (7 & 8)... Did not specify to use impervious areas. INCREMENTAL WEIGHTED RUNOFF: --------------------------------------------- Column (9): R(t) = (Ap/At) x Rip(t) + (Ai/At) x Rii(t) R(t) = (Ap/At) x Col.(6) + (Ai/At) x Col.(8) SCS UNIT HYDROGRAPH METHOD: ---------------------------------------------- Column (10): Q(t) is computed with the SCS unit hydrograph method using R() and Qu(). S/N: PondPack Ver: Compute Time: Date: Type.... Unit Hyd. Summary Page 8.03 Name.... WATERSHED Tag: Dev 2 Event: 2 yr File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW Storm... TypeII 24hr Tag: Dev 2 SCS UNIT HYDROGRAPH METHOD STORM EVENT: 2 year storm Duration = 24.0000 hrs Rain Depth = 3.0000 in Rain Dir = H:\00758800\cwork\ Rain File -ID = - TypeII 24hr Unit Hyd Type = Default Curvilinear HYG Dir = H:\00758800\cwork\ HYG File - ID = work_pad.hyg - WATERSHED Dev 2 Tc (Min. Tc) = .0833 hrs Drainage Area = .500 acres Runoff CN= 98 ============================================ Computational Time Increment = .01111 hrs Computed Peak Time = 11.9175 hrs Computed Peak Flow = 1.93 cfs Time Increment for HYG File = .0500 hrs Peak Time, Interpolated Output = 11.9000 hrs Peak Flow, Interpolated Output = 1.89 cfs WARNING: The difference between calculated peak flow and interpolated peak flow is greater than 1.50% ============================================ DRAINAGE AREA ------------------- ID:WATERSHED CN = 98 Area = .500 acres S = .2041 in 0.2S = .0408 in Cumulative Runoff ------------------- 2.7683 in .115 ac-ft HYG Volume... .115 ac-ft (area under HYG curve) ***** SCS UNIT HYDROGRAPH PARAMETERS ***** Time Concentration, Tc = .08330 hrs (ID: WATERSHED) Computational Incr, Tm = .01111 hrs = 0.20000 Tp Unit Hyd. Shape Factor = 483.432 (37.46% under rising limb) K = 483.43/645.333, K = .7491 (also, K = 2/(1+(Tr/Tp)) Receding/Rising, Tr/Tp = 1.6698 (solved from K = .7491) Unit peak, qp = 6.80 cfs Unit peak time Tp = .05553 hrs Unit receding limb, Tr = .22213 hrs Total unit time, Tb = .27767 hrs S/N: PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 8.04 Name.... WATERSHED Tag: Dev 2 Event: 2 yr File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW Storm... TypeII 24hr Tag: Dev 2 SCS UNIT HYDROGRAPH METHOD STORM EVENT: 2 year storm Duration = 24.0000 hrs Rain Depth = 3.0000 in Rain Dir = H:\00758800\cwork\ Rain File -ID = - TypeII 24hr Unit Hyd Type = Default Curvilinear HYG Dir = H:\00758800\cwork\ HYG File - ID = work_pad.hyg - WATERSHED Dev 2 Tc (Min. Tc) = .0833 hrs Drainage Area = .500 acres Runoff CN= 98 Calc.Increment= .01111 hrs Out.Incr.= .0500 hrs HYG Volume = .115 ac-ft HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 1.5000 | .00 .00 .00 .00 .00 1.7500 | .00 .00 .00 .00 .00 2.0000 | .00 .00 .00 .00 .00 2.2500 | .00 .00 .01 .01 .01 2.5000 | .01 .01 .01 .01 .01 2.7500 | .01 .01 .01 .01 .01 3.0000 | .01 .01 .01 .01 .01 3.2500 | .01 .01 .01 .01 .01 3.5000 | .01 .01 .01 .01 .01 3.7500 | .01 .01 .01 .01 .01 4.0000 | .01 .01 .01 .01 .01 4.2500 | .01 .01 .01 .01 .01 4.5000 | .01 .01 .01 .01 .01 4.7500 | .01 .01 .02 .02 .02 5.0000 | .02 .02 .02 .02 .02 5.2500 | .02 .02 .02 .02 .02 5.5000 | .02 .02 .02 .02 .02 5.7500 | .02 .02 .02 .02 .02 6.0000 | .02 .02 .02 .02 .02 6.2500 | .02 .02 .02 .02 .02 6.5000 | .02 .02 .02 .02 .02 6.7500 | .02 .02 .02 .02 .02 7.0000 | .02 .02 .02 .02 .02 7.2500 | .03 .03 .03 .03 .03 7.5000 | .03 .03 .03 .03 .03 7.7500 | .03 .03 .03 .03 .03 8.0000 | .03 .03 .03 .03 .03 8.2500 | .03 .03 .03 .03 .03 8.5000 | .03 .04 .04 .04 .04 8.7500 | .04 .04 .04 .04 .04 S/N: PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 8.05 Name.... WATERSHED Tag: Dev 2 Event: 2 yr File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW Storm... TypeII 24hr Tag: Dev 2 HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 9.0000 | .04 .04 .04 .04 .04 9.2500 | .04 .04 .04 .04 .04 9.5000 | .04 .04 .04 .05 .05 9.7500 | .05 .05 .05 .05 .05 10.0000 | .05 .06 .06 .06 .06 10.2500 | .06 .06 .07 .07 .07 10.5000 | .07 .07 .08 .08 .08 10.7500 | .08 .09 .09 .09 .10 11.0000 | .10 .10 .11 .11 .12 11.2500 | .13 .14 .14 .15 .16 11.5000 | .17 .23 .32 .47 .64 11.7500 | .85 1.06 1.46 1.89 1.78 12.0000 | 1.51 1.02 .47 .31 .26 12.2500 | .24 .22 .20 .19 .17 12.5000 | .15 .14 .13 .12 .12 12.7500 | .12 .11 .11 .10 .10 13.0000 | .10 .09 .09 .09 .09 13.2500 | .08 .08 .08 .08 .08 13.5000 | .07 .07 .07 .07 .07 13.7500 | .07 .06 .06 .06 .06 14.0000 | .06 .06 .06 .05 .05 14.2500 | .05 .05 .05 .05 .05 14.5000 | .05 .05 .05 .05 .05 14.7500 | .05 .05 .05 .05 .05 15.0000 | .05 .05 .04 .04 .04 15.2500 | .04 .04 .04 .04 .04 15.5000 | .04 .04 .04 .04 .04 15.7500 | .04 .04 .04 .04 .04 16.0000 | .04 .03 .03 .03 .03 16.2500 | .03 .03 .03 .03 .03 16.5000 | .03 .03 .03 .03 .03 16.7500 | .03 .03 .03 .03 .03 17.0000 | .03 .03 .03 .03 .03 17.2500 | .03 .03 .03 .03 .03 17.5000 | .03 .03 .03 .03 .03 17.7500 | .03 .03 .03 .03 .03 18.0000 | .03 .03 .03 .03 .03 18.2500 | .03 .03 .03 .03 .03 18.5000 | .03 .03 .03 .02 .02 18.7500 | .02 .02 .02 .02 .02 19.0000 | .02 .02 .02 .02 .02 19.2500 | .02 .02 .02 .02 .02 19.5000 | .02 .02 .02 .02 .02 19.7500 | .02 .02 .02 .02 .02 20.0000 | .02 .02 .02 .02 .02 S/N: PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 8.06 Name.... WATERSHED Tag: Dev 2 Event: 2 yr File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW Storm... TypeII 24hr Tag: Dev 2 HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 20.2500 | .02 .02 .02 .02 .02 20.5000 | .02 .02 .02 .02 .02 20.7500 | .02 .02 .02 .02 .02 21.0000 | .02 .02 .02 .02 .02 21.2500 | .02 .02 .02 .02 .02 21.5000 | .02 .02 .02 .02 .02 21.7500 | .02 .02 .02 .02 .02 22.0000 | .02 .02 .02 .02 .02 22.2500 | .02 .02 .02 .02 .02 22.5000 | .02 .02 .02 .02 .02 22.7500 | .02 .02 .02 .02 .02 23.0000 | .02 .02 .02 .02 .02 23.2500 | .02 .02 .02 .02 .02 23.5000 | .02 .02 .02 .02 .02 23.7500 | .02 .02 .02 .02 .02 24.0000 | .02 .01 .00 .00 S/N: PondPack Ver: Compute Time: Date: Type.... Unit Hyd. Summary Page 8.07 Name.... WATERSHED Tag: Dev 10 Event: 10 yr File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW Storm... TypeII 24hr Tag: Dev 10 SCS UNIT HYDROGRAPH METHOD STORM EVENT: 10 year storm Duration = 24.0000 hrs Rain Depth = 4.5000 in Rain Dir = H:\00758800\cwork\ Rain File -ID = - TypeII 24hr Unit Hyd Type = Default Curvilinear HYG Dir = H:\00758800\cwork\ HYG File - ID = work_pad.hyg - WATERSHED Dev 10 Tc (Min. Tc) = .0833 hrs Drainage Area = .500 acres Runoff CN= 98 ============================================ Computational Time Increment = .01111 hrs Computed Peak Time = 11.9175 hrs Computed Peak Flow = 2.92 cfs Time Increment for HYG File = .0500 hrs Peak Time, Interpolated Output = 11.9000 hrs Peak Flow, Interpolated Output = 2.87 cfs WARNING: The difference between calculated peak flow and interpolated peak flow is greater than 1.50% ============================================ DRAINAGE AREA ------------------- ID:WATERSHED CN = 98 Area = .500 acres S = .2041 in 0.2S = .0408 in Cumulative Runoff ------------------- 4.2640 in .178 ac-ft HYG Volume... .178 ac-ft (area under HYG curve) ***** SCS UNIT HYDROGRAPH PARAMETERS ***** Time Concentration, Tc = .08330 hrs (ID: WATERSHED) Computational Incr, Tm = .01111 hrs = 0.20000 Tp Unit Hyd. Shape Factor = 483.432 (37.46% under rising limb) K = 483.43/645.333, K = .7491 (also, K = 2/(1+(Tr/Tp)) Receding/Rising, Tr/Tp = 1.6698 (solved from K = .7491) Unit peak, qp = 6.80 cfs Unit peak time Tp = .05553 hrs Unit receding limb, Tr = .22213 hrs Total unit time, Tb = .27767 hrs S/N: PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 8.08 Name.... WATERSHED Tag: Dev 10 Event: 10 yr File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW Storm... TypeII 24hr Tag: Dev 10 SCS UNIT HYDROGRAPH METHOD STORM EVENT: 10 year storm Duration = 24.0000 hrs Rain Depth = 4.5000 in Rain Dir = H:\00758800\cwork\ Rain File -ID = - TypeII 24hr Unit Hyd Type = Default Curvilinear HYG Dir = H:\00758800\cwork\ HYG File - ID = work_pad.hyg - WATERSHED Dev 10 Tc (Min. Tc) = .0833 hrs Drainage Area = .500 acres Runoff CN= 98 Calc.Increment= .01111 hrs Out.Incr.= .0500 hrs HYG Volume = .178 ac-ft HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 1.0000 | .00 .00 .00 .00 .00 1.2500 | .00 .00 .00 .00 .01 1.5000 | .01 .01 .01 .01 .01 1.7500 | .01 .01 .01 .01 .01 2.0000 | .01 .01 .01 .01 .01 2.2500 | .01 .01 .01 .01 .01 2.5000 | .01 .01 .01 .01 .02 2.7500 | .02 .02 .02 .02 .02 3.0000 | .02 .02 .02 .02 .02 3.2500 | .02 .02 .02 .02 .02 3.5000 | .02 .02 .02 .02 .02 3.7500 | .02 .02 .02 .02 .02 4.0000 | .02 .02 .02 .02 .02 4.2500 | .02 .02 .02 .02 .02 4.5000 | .03 .03 .03 .03 .03 4.7500 | .03 .03 .03 .03 .03 5.0000 | .03 .03 .03 .03 .03 5.2500 | .03 .03 .03 .03 .03 5.5000 | .03 .03 .03 .03 .03 5.7500 | .03 .03 .03 .03 .03 6.0000 | .03 .03 .03 .04 .04 6.2500 | .04 .04 .04 .04 .04 6.5000 | .04 .04 .04 .04 .04 6.7500 | .04 .04 .04 .04 .04 7.0000 | .04 .04 .04 .04 .04 7.2500 | .04 .04 .04 .04 .04 7.5000 | .04 .04 .04 .04 .04 7.7500 | .04 .04 .04 .04 .05 8.0000 | .05 .05 .05 .05 .05 8.2500 | .05 .05 .05 .05 .05 S/N: PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 8.09 Name.... WATERSHED Tag: Dev 10 Event: 10 yr File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW Storm... TypeII 24hr Tag: Dev 10 HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 8.5000 | .06 .06 .06 .06 .06 8.7500 | .06 .06 .06 .06 .07 9.0000 | .07 .07 .07 .07 .07 9.2500 | .07 .07 .07 .07 .07 9.5000 | .07 .07 .07 .07 .07 9.7500 | .08 .08 .08 .08 .08 10.0000 | .08 .09 .09 .09 .09 10.2500 | .10 .10 .10 .10 .11 10.5000 | .11 .11 .12 .12 .13 10.7500 | .13 .13 .14 .14 .15 11.0000 | .15 .16 .17 .18 .19 11.2500 | .20 .21 .22 .23 .24 11.5000 | .25 .36 .49 .72 .98 11.7500 | 1.29 1.61 2.21 2.87 2.69 12.0000 | 2.28 1.53 .70 .47 .40 12.2500 | .36 .33 .31 .28 .26 12.5000 | .23 .21 .20 .19 .18 12.7500 | .18 .17 .16 .16 .15 13.0000 | .15 .14 .14 .13 .13 13.2500 | .13 .12 .12 .12 .11 13.5000 | .11 .11 .10 .10 .10 13.7500 | .10 .10 .09 .09 .09 14.0000 | .09 .09 .08 .08 .08 14.2500 | .08 .08 .08 .08 .08 14.5000 | .08 .08 .08 .07 .07 14.7500 | .07 .07 .07 .07 .07 15.0000 | .07 .07 .07 .07 .07 15.2500 | .06 .06 .06 .06 .06 15.5000 | .06 .06 .06 .06 .06 15.7500 | .06 .06 .06 .05 .05 16.0000 | .05 .05 .05 .05 .05 16.2500 | .05 .05 .05 .05 .05 16.5000 | .05 .05 .05 .05 .05 16.7500 | .05 .05 .05 .05 .05 17.0000 | .05 .05 .05 .05 .05 17.2500 | .05 .05 .04 .04 .04 17.5000 | .04 .04 .04 .04 .04 17.7500 | .04 .04 .04 .04 .04 18.0000 | .04 .04 .04 .04 .04 18.2500 | .04 .04 .04 .04 .04 18.5000 | .04 .04 .04 .04 .04 18.7500 | .04 .04 .04 .04 .04 19.0000 | .04 .04 .03 .03 .03 19.2500 | .03 .03 .03 .03 .03 19.5000 | .03 .03 .03 .03 .03 S/N: PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 8.10 Name.... WATERSHED Tag: Dev 10 Event: 10 yr File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW Storm... TypeII 24hr Tag: Dev 10 HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 19.7500 | .03 .03 .03 .03 .03 20.0000 | .03 .03 .03 .03 .03 20.2500 | .03 .03 .03 .03 .03 20.5000 | .03 .03 .03 .03 .03 20.7500 | .03 .03 .03 .03 .03 21.0000 | .03 .03 .03 .03 .03 21.2500 | .03 .03 .03 .03 .03 21.5000 | .03 .03 .03 .03 .03 21.7500 | .03 .03 .03 .03 .03 22.0000 | .03 .03 .03 .03 .03 22.2500 | .03 .03 .03 .03 .03 22.5000 | .03 .03 .03 .03 .03 22.7500 | .03 .03 .03 .03 .03 23.0000 | .03 .03 .03 .03 .03 23.2500 | .03 .03 .03 .03 .03 23.5000 | .03 .03 .03 .03 .03 23.7500 | .03 .03 .03 .03 .03 24.0000 | .02 .02 .00 .00 S/N: PondPack Ver: Compute Time: Date: Type.... Unit Hyd. Summary Page 8.11 Name.... WATERSHED Tag: Dev100 Event: 100 yr File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW Storm... TypeII 24hr Tag: Dev100 SCS UNIT HYDROGRAPH METHOD STORM EVENT: 100 year storm Duration = 24.0000 hrs Rain Depth = 6.4000 in Rain Dir = H:\00758800\cwork\ Rain File -ID = - TypeII 24hr Unit Hyd Type = Default Curvilinear HYG Dir = H:\00758800\cwork\ HYG File - ID = work_pad.hyg - WATERSHED Dev100 Tc (Min. Tc) = .0833 hrs Drainage Area = .500 acres Runoff CN= 98 ============================================ Computational Time Increment = .01111 hrs Computed Peak Time = 11.9175 hrs Computed Peak Flow = 4.17 cfs Time Increment for HYG File = .0500 hrs Peak Time, Interpolated Output = 11.9000 hrs Peak Flow, Interpolated Output = 4.09 cfs WARNING: The difference between calculated peak flow and interpolated peak flow is greater than 1.50% ============================================ DRAINAGE AREA ------------------- ID:WATERSHED CN = 98 Area = .500 acres S = .2041 in 0.2S = .0408 in Cumulative Runoff ------------------- 6.1614 in .257 ac-ft HYG Volume... .257 ac-ft (area under HYG curve) ***** SCS UNIT HYDROGRAPH PARAMETERS ***** Time Concentration, Tc = .08330 hrs (ID: WATERSHED) Computational Incr, Tm = .01111 hrs = 0.20000 Tp Unit Hyd. Shape Factor = 483.432 (37.46% under rising limb) K = 483.43/645.333, K = .7491 (also, K = 2/(1+(Tr/Tp)) Receding/Rising, Tr/Tp = 1.6698 (solved from K = .7491) Unit peak, qp = 6.80 cfs Unit peak time Tp = .05553 hrs Unit receding limb, Tr = .22213 hrs Total unit time, Tb = .27767 hrs S/N: PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 8.12 Name.... WATERSHED Tag: Dev100 Event: 100 yr File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW Storm... TypeII 24hr Tag: Dev100 SCS UNIT HYDROGRAPH METHOD STORM EVENT: 100 year storm Duration = 24.0000 hrs Rain Depth = 6.4000 in Rain Dir = H:\00758800\cwork\ Rain File -ID = - TypeII 24hr Unit Hyd Type = Default Curvilinear HYG Dir = H:\00758800\cwork\ HYG File - ID = work_pad.hyg - WATERSHED Dev100 Tc (Min. Tc) = .0833 hrs Drainage Area = .500 acres Runoff CN= 98 Calc.Increment= .01111 hrs Out.Incr.= .0500 hrs HYG Volume = .257 ac-ft HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- .7000 | .00 .00 .00 .00 .00 .9500 | .01 .01 .01 .01 .01 1.2000 | .01 .01 .01 .01 .01 1.4500 | .01 .01 .02 .02 .02 1.7000 | .02 .02 .02 .02 .02 1.9500 | .02 .02 .02 .02 .02 2.2000 | .02 .02 .02 .02 .02 2.4500 | .03 .03 .03 .03 .03 2.7000 | .03 .03 .03 .03 .03 2.9500 | .03 .03 .03 .03 .03 3.2000 | .03 .03 .03 .03 .03 3.4500 | .03 .03 .03 .03 .03 3.7000 | .03 .03 .03 .04 .04 3.9500 | .04 .04 .04 .04 .04 4.2000 | .04 .04 .04 .04 .04 4.4500 | .04 .04 .04 .04 .04 4.7000 | .04 .04 .04 .04 .04 4.9500 | .04 .04 .04 .05 .05 5.2000 | .05 .05 .05 .05 .05 5.4500 | .05 .05 .05 .05 .05 5.7000 | .05 .05 .05 .05 .05 5.9500 | .05 .05 .05 .05 .05 6.2000 | .05 .05 .05 .05 .06 6.4500 | .06 .06 .06 .06 .06 6.7000 | .06 .06 .06 .06 .06 6.9500 | .06 .06 .06 .06 .06 7.2000 | .06 .06 .06 .06 .06 7.4500 | .06 .06 .06 .06 .06 7.7000 | .06 .07 .07 .07 .07 7.9500 | .07 .07 .07 .07 .07 S/N: PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 8.13 Name.... WATERSHED Tag: Dev100 Event: 100 yr File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW Storm... TypeII 24hr Tag: Dev100 HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 8.2000 | .07 .07 .08 .08 .08 8.4500 | .08 .08 .08 .08 .09 8.7000 | .09 .09 .09 .09 .09 8.9500 | .10 .10 .10 .10 .10 9.2000 | .10 .10 .10 .10 .10 9.4500 | .10 .10 .10 .10 .10 9.7000 | .11 .11 .11 .11 .12 9.9500 | .12 .12 .13 .13 .13 10.2000 | .14 .14 .14 .15 .15 10.4500 | .16 .16 .16 .17 .18 10.7000 | .18 .19 .19 .20 .21 10.9500 | .21 .22 .23 .24 .26 11.2000 | .27 .29 .30 .32 .33 11.4500 | .35 .36 .51 .70 1.03 11.7000 | 1.40 1.84 2.31 3.15 4.09 11.9500 | 3.83 3.25 2.19 1.00 .67 12.2000 | .57 .51 .48 .44 .40 12.4500 | .37 .33 .30 .28 .27 12.7000 | .26 .25 .24 .23 .22 12.9500 | .22 .21 .20 .19 .19 13.2000 | .18 .18 .18 .17 .17 13.4500 | .16 .16 .15 .15 .15 13.7000 | .14 .14 .14 .13 .13 13.9500 | .13 .12 .12 .12 .12 14.2000 | .12 .12 .11 .11 .11 14.4500 | .11 .11 .11 .11 .11 14.7000 | .11 .10 .10 .10 .10 14.9500 | .10 .10 .10 .10 .09 15.2000 | .09 .09 .09 .09 .09 15.4500 | .09 .09 .09 .08 .08 15.7000 | .08 .08 .08 .08 .08 15.9500 | .08 .08 .07 .07 .07 16.2000 | .07 .07 .07 .07 .07 16.4500 | .07 .07 .07 .07 .07 16.7000 | .07 .07 .07 .07 .07 16.9500 | .07 .07 .07 .07 .07 17.2000 | .06 .06 .06 .06 .06 17.4500 | .06 .06 .06 .06 .06 17.7000 | .06 .06 .06 .06 .06 17.9500 | .06 .06 .06 .06 .06 18.2000 | .06 .06 .06 .06 .06 18.4500 | .05 .05 .05 .05 .05 18.7000 | .05 .05 .05 .05 .05 18.9500 | .05 .05 .05 .05 .05 19.2000 | .05 .05 .05 .05 .05 S/N: PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 8.14 Name.... WATERSHED Tag: Dev100 Event: 100 yr File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW Storm... TypeII 24hr Tag: Dev100 HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 19.4500 | .05 .05 .05 .05 .05 19.7000 | .04 .04 .04 .04 .04 19.9500 | .04 .04 .04 .04 .04 20.2000 | .04 .04 .04 .04 .04 20.4500 | .04 .04 .04 .04 .04 20.7000 | .04 .04 .04 .04 .04 20.9500 | .04 .04 .04 .04 .04 21.2000 | .04 .04 .04 .04 .04 21.4500 | .04 .04 .04 .04 .04 21.7000 | .04 .04 .04 .04 .04 21.9500 | .04 .04 .04 .04 .04 22.2000 | .04 .04 .04 .04 .04 22.4500 | .04 .04 .04 .04 .04 22.7000 | .04 .04 .04 .04 .04 22.9500 | .04 .04 .04 .04 .04 23.2000 | .04 .04 .04 .04 .04 23.4500 | .04 .04 .04 .04 .04 23.7000 | .04 .04 .04 .04 .04 23.9500 | .04 .04 .02 .01 .00 24.2000 | .00 S/N: PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 9.01 Name.... OUT 20 Event: 2 yr File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW Storm... TypeII 24hr Tag: Dev 2 SUMMARY FOR HYDROGRAPH ADDITION at Node: OUT 20 HYG Directory: H:\00758800\cwork\ ========================================================================== Upstream Link ID Upstream Node ID HYG file HYG ID HYG tag -------------------------------------------------------------------------- ROUTE 10 POND 10 IN work_pad.hyg ROUTE 10 Dev 2 ========================================================================== INFLOWS TO: OUT 20 ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag ac-ft hrs cfs -------------------------------------------------------------------------- work_pad.hyg ROUTE 10 Dev 2 .115 12.3000 .11 TOTAL FLOW INTO: OUT 20 ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag ac-ft hrs cfs -------------------------------------------------------------------------- work_pad.hyg OUT 20 Dev 2 .115 12.3000 .11 S/N: PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 9.02 Name.... OUT 20 Event: 2 yr File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW Storm... TypeII 24hr Tag: Dev 2 TOTAL NODE INFLOW... HYG file = H:\00758800\cwork\work_pad.hyg HYG ID = OUT 20 HYG Tag = Dev 2 ----------------------------------- Peak Discharge = .11 cfs Time to Peak = 12.3000 hrs HYG Volume = .115 ac-ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 2.0500 | .00 .00 .00 .00 .00 2.3000 | .00 .00 .00 .00 .00 2.5500 | .00 .00 .00 .00 .00 2.8000 | .00 .00 .00 .00 .00 3.0500 | .00 .00 .00 .00 .00 3.3000 | .00 .00 .01 .01 .01 3.5500 | .01 .01 .01 .01 .01 3.8000 | .01 .01 .01 .01 .01 4.0500 | .01 .01 .01 .01 .01 4.3000 | .01 .01 .01 .01 .01 4.5500 | .01 .01 .01 .01 .01 4.8000 | .01 .01 .01 .01 .01 5.0500 | .01 .01 .01 .01 .01 5.3000 | .01 .01 .01 .01 .01 5.5500 | .01 .01 .01 .01 .01 5.8000 | .01 .01 .01 .01 .02 6.0500 | .02 .02 .02 .02 .02 6.3000 | .02 .02 .02 .02 .02 6.5500 | .02 .02 .02 .02 .02 6.8000 | .02 .02 .02 .02 .02 7.0500 | .02 .02 .02 .02 .02 7.3000 | .02 .02 .02 .02 .02 7.5500 | .02 .02 .02 .02 .02 7.8000 | .02 .02 .02 .02 .02 8.0500 | .02 .02 .02 .02 .02 8.3000 | .02 .02 .03 .03 .03 8.5500 | .03 .03 .03 .03 .03 8.8000 | .03 .03 .03 .03 .03 9.0500 | .03 .03 .03 .03 .03 9.3000 | .03 .03 .03 .03 .03 9.5500 | .03 .03 .03 .03 .03 S/N: PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 9.03 Name.... OUT 20 Event: 2 yr File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW Storm... TypeII 24hr Tag: Dev 2 HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 9.8000 | .03 .04 .04 .04 .04 10.0500 | .04 .04 .04 .04 .04 10.3000 | .04 .04 .04 .04 .04 10.5500 | .04 .04 .04 .04 .04 10.8000 | .04 .05 .05 .05 .05 11.0500 | .05 .05 .05 .05 .05 11.3000 | .06 .06 .06 .06 .06 11.5500 | .06 .06 .07 .07 .07 11.8000 | .08 .09 .09 .10 .10 12.0500 | .11 .11 .11 .11 .11 12.3000 | .11 .11 .11 .11 .11 12.5500 | .11 .11 .11 .11 .11 12.8000 | .11 .11 .11 .11 .11 13.0500 | .11 .11 .11 .11 .11 13.3000 | .11 .11 .11 .11 .11 13.5500 | .11 .11 .11 .11 .11 13.8000 | .11 .11 .11 .11 .11 14.0500 | .11 .11 .11 .11 .11 14.3000 | .11 .11 .11 .11 .11 14.5500 | .11 .11 .11 .11 .11 14.8000 | .11 .11 .11 .11 .11 15.0500 | .11 .11 .11 .11 .11 15.3000 | .11 .11 .11 .11 .11 15.5500 | .11 .11 .10 .10 .10 15.8000 | .10 .10 .10 .10 .10 16.0500 | .10 .10 .10 .10 .10 16.3000 | .10 .10 .10 .10 .10 16.5500 | .10 .10 .10 .10 .10 16.8000 | .10 .10 .10 .10 .10 17.0500 | .10 .10 .10 .10 .10 17.3000 | .10 .10 .10 .10 .10 17.5500 | .10 .10 .10 .10 .10 17.8000 | .10 .10 .10 .09 .09 18.0500 | .09 .09 .09 .09 .09 18.3000 | .09 .09 .09 .09 .09 18.5500 | .09 .09 .09 .09 .09 18.8000 | .09 .09 .09 .09 .09 19.0500 | .09 .09 .09 .09 .09 19.3000 | .09 .09 .09 .09 .09 19.5500 | .09 .09 .09 .09 .08 19.8000 | .08 .08 .08 .08 .08 20.0500 | .08 .08 .08 .08 .08 20.3000 | .08 .08 .08 .08 .08 20.5500 | .08 .08 .08 .08 .08 20.8000 | .08 .08 .08 .08 .08 S/N: PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 9.04 Name.... OUT 20 Event: 2 yr File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW Storm... TypeII 24hr Tag: Dev 2 HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 21.0500 | .08 .07 .07 .07 .07 21.3000 | .07 .07 .07 .07 .07 21.5500 | .07 .07 .07 .07 .07 21.8000 | .07 .07 .07 .07 .07 22.0500 | .07 .07 .07 .07 .07 22.3000 | .06 .06 .06 .06 .06 22.5500 | .06 .06 .06 .06 .06 22.8000 | .06 .06 .06 .06 .06 23.0500 | .06 .06 .06 .06 .06 23.3000 | .06 .06 .06 .06 .05 23.5500 | .05 .05 .05 .05 .05 23.8000 | .05 .05 .05 .05 .05 24.0500 | .05 .05 .05 .04 .04 24.3000 | .04 .04 .04 .04 .04 24.5500 | .04 .04 .04 .04 .04 24.8000 | .04 .04 .03 .03 .03 25.0500 | .03 .03 .03 .03 .03 25.3000 | .03 .03 .02 .02 .02 25.5500 | .02 .02 .02 .02 .02 25.8000 | .02 .02 .02 .02 .01 26.0500 | .01 .01 .01 .01 .01 26.3000 | .01 .01 .01 .01 .01 26.5500 | .01 .01 .01 .01 .01 26.8000 | .01 .01 .01 .01 .01 27.0500 | .01 .01 .01 .01 .01 27.3000 | .00 .00 .00 .00 .00 27.5500 | .00 .00 .00 .00 .00 27.8000 | .00 .00 .00 S/N: PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 9.05 Name.... OUT 20 Event: 10 yr File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW Storm... TypeII 24hr Tag: Dev 10 SUMMARY FOR HYDROGRAPH ADDITION at Node: OUT 20 HYG Directory: H:\00758800\cwork\ ========================================================================== Upstream Link ID Upstream Node ID HYG file HYG ID HYG tag -------------------------------------------------------------------------- ROUTE 10 POND 10 IN work_pad.hyg ROUTE 10 Dev 10 ========================================================================== INFLOWS TO: OUT 20 ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag ac-ft hrs cfs -------------------------------------------------------------------------- work_pad.hyg ROUTE 10 Dev 10 .177 12.1000 .63 TOTAL FLOW INTO: OUT 20 ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag ac-ft hrs cfs -------------------------------------------------------------------------- work_pad.hyg OUT 20 Dev 10 .177 12.1000 .63 S/N: PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 9.06 Name.... OUT 20 Event: 10 yr File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW Storm... TypeII 24hr Tag: Dev 10 TOTAL NODE INFLOW... HYG file = H:\00758800\cwork\work_pad.hyg HYG ID = OUT 20 HYG Tag = Dev 10 ----------------------------------- Peak Discharge = .63 cfs Time to Peak = 12.1000 hrs HYG Volume = .177 ac-ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 1.4000 | .00 .00 .00 .00 .00 1.6500 | .00 .00 .00 .00 .00 1.9000 | .00 .00 .00 .00 .00 2.1500 | .00 .00 .01 .01 .01 2.4000 | .01 .01 .01 .01 .01 2.6500 | .01 .01 .01 .01 .01 2.9000 | .01 .01 .01 .01 .01 3.1500 | .01 .01 .01 .01 .01 3.4000 | .01 .01 .01 .01 .01 3.6500 | .01 .01 .01 .01 .01 3.9000 | .01 .02 .02 .02 .02 4.1500 | .02 .02 .02 .02 .02 4.4000 | .02 .02 .02 .02 .02 4.6500 | .02 .02 .02 .02 .02 4.9000 | .02 .02 .02 .02 .02 5.1500 | .02 .02 .02 .02 .02 5.4000 | .02 .02 .02 .02 .02 5.6500 | .03 .03 .03 .03 .03 5.9000 | .03 .03 .03 .03 .03 6.1500 | .03 .03 .03 .03 .03 6.4000 | .03 .03 .03 .03 .03 6.6500 | .03 .03 .03 .03 .03 6.9000 | .03 .03 .03 .03 .03 7.1500 | .03 .03 .03 .03 .03 7.4000 | .03 .03 .03 .03 .03 7.6500 | .03 .03 .04 .04 .04 7.9000 | .04 .04 .04 .04 .04 8.1500 | .04 .04 .04 .04 .04 8.4000 | .04 .04 .04 .04 .04 8.6500 | .04 .04 .04 .04 .04 8.9000 | .04 .04 .04 .04 .04 S/N: PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 9.07 Name.... OUT 20 Event: 10 yr File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW Storm... TypeII 24hr Tag: Dev 10 HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 9.1500 | .04 .04 .04 .05 .05 9.4000 | .05 .05 .05 .05 .05 9.6500 | .05 .05 .05 .05 .05 9.9000 | .05 .05 .05 .05 .05 10.1500 | .05 .05 .06 .06 .06 10.4000 | .06 .06 .06 .06 .06 10.6500 | .06 .06 .06 .06 .06 10.9000 | .06 .06 .06 .07 .07 11.1500 | .07 .07 .07 .07 .07 11.4000 | .07 .07 .07 .08 .08 11.6500 | .08 .09 .09 .10 .10 11.9000 | .11 .11 .21 .52 .63 12.1500 | .62 .59 .55 .51 .48 12.4000 | .44 .41 .38 .35 .32 12.6500 | .30 .28 .26 .24 .23 12.9000 | .22 .20 .19 .19 .18 13.1500 | .17 .16 .16 .15 .14 13.4000 | .14 .14 .13 .13 .12 13.6500 | .12 .12 .12 .12 .12 13.9000 | .12 .12 .12 .12 .12 14.1500 | .12 .12 .12 .12 .12 14.4000 | .12 .12 .12 .12 .12 14.6500 | .12 .12 .12 .12 .12 14.9000 | .12 .12 .12 .12 .12 15.1500 | .12 .12 .12 .12 .12 15.4000 | .12 .12 .12 .12 .12 15.6500 | .12 .12 .12 .12 .11 15.9000 | .11 .11 .11 .11 .11 16.1500 | .11 .11 .11 .11 .11 16.4000 | .11 .11 .11 .11 .11 16.6500 | .11 .11 .11 .11 .11 16.9000 | .11 .11 .11 .11 .11 17.1500 | .11 .11 .11 .11 .11 17.4000 | .11 .11 .11 .11 .11 17.6500 | .11 .11 .11 .11 .11 17.9000 | .11 .11 .11 .11 .11 18.1500 | .11 .11 .11 .11 .11 18.4000 | .11 .11 .11 .11 .11 18.6500 | .11 .11 .11 .11 .11 18.9000 | .11 .10 .10 .10 .10 19.1500 | .10 .10 .10 .10 .10 19.4000 | .10 .10 .10 .10 .10 19.6500 | .10 .10 .10 .10 .10 19.9000 | .10 .10 .10 .10 .10 20.1500 | .10 .10 .10 .10 .10 S/N: PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 9.08 Name.... OUT 20 Event: 10 yr File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW Storm... TypeII 24hr Tag: Dev 10 HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 20.4000 | .10 .10 .10 .10 .10 20.6500 | .10 .10 .10 .10 .10 20.9000 | .10 .10 .10 .10 .10 21.1500 | .09 .09 .09 .09 .09 21.4000 | .09 .09 .09 .09 .09 21.6500 | .09 .09 .09 .09 .09 21.9000 | .09 .09 .09 .09 .09 22.1500 | .09 .09 .09 .09 .09 22.4000 | .09 .09 .09 .09 .09 22.6500 | .09 .09 .09 .09 .09 22.9000 | .09 .09 .09 .08 .08 23.1500 | .08 .08 .08 .08 .08 23.4000 | .08 .08 .08 .08 .08 23.6500 | .08 .08 .08 .08 .08 23.9000 | .08 .08 .08 .08 .08 24.1500 | .08 .08 .08 .08 .08 24.4000 | .08 .07 .07 .07 .07 24.6500 | .07 .07 .07 .07 .07 24.9000 | .07 .07 .07 .07 .07 25.1500 | .07 .07 .07 .06 .06 25.4000 | .06 .06 .06 .06 .06 25.6500 | .06 .06 .06 .06 .06 25.9000 | .06 .06 .06 .06 .06 26.1500 | .05 .05 .05 .05 .05 26.4000 | .05 .05 .05 .05 .05 26.6500 | .05 .04 .04 .04 .04 26.9000 | .04 .04 .04 .04 .04 27.1500 | .04 .04 .04 .04 .03 27.4000 | .03 .03 .03 .03 .03 27.6500 | .03 .03 .03 .03 .02 27.9000 | .02 .02 .02 .02 .02 28.1500 | .02 .02 .02 .02 .02 28.4000 | .02 .01 .01 .01 .01 28.6500 | .01 .01 .01 .01 .01 28.9000 | .01 .01 .01 .01 .01 29.1500 | .01 .01 .01 .01 .01 29.4000 | .01 .01 .01 .01 .01 29.6500 | .01 .01 .00 .00 .00 29.9000 | .00 .00 .00 .00 .00 30.1500 | .00 .00 .00 .00 .00 30.4000 | .00 S/N: PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 9.09 Name.... OUT 20 Event: 100 yr File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW Storm... TypeII 24hr Tag: Dev100 SUMMARY FOR HYDROGRAPH ADDITION at Node: OUT 20 HYG Directory: H:\00758800\cwork\ ========================================================================== Upstream Link ID Upstream Node ID HYG file HYG ID HYG tag -------------------------------------------------------------------------- ROUTE 10 POND 10 IN work_pad.hyg ROUTE 10 Dev100 ========================================================================== INFLOWS TO: OUT 20 ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag ac-ft hrs cfs -------------------------------------------------------------------------- work_pad.hyg ROUTE 10 Dev100 .256 12.1000 1.45 TOTAL FLOW INTO: OUT 20 ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag ac-ft hrs cfs -------------------------------------------------------------------------- work_pad.hyg OUT 20 Dev100 .256 12.1000 1.45 S/N: PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 9.10 Name.... OUT 20 Event: 100 yr File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW Storm... TypeII 24hr Tag: Dev100 TOTAL NODE INFLOW... HYG file = H:\00758800\cwork\work_pad.hyg HYG ID = OUT 20 HYG Tag = Dev100 ----------------------------------- Peak Discharge = 1.45 cfs Time to Peak = 12.1000 hrs HYG Volume = .256 ac-ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 1.0000 | .00 .00 .00 .00 .00 1.2500 | .00 .00 .00 .00 .00 1.5000 | .00 .00 .01 .01 .01 1.7500 | .01 .01 .01 .01 .01 2.0000 | .01 .01 .01 .01 .01 2.2500 | .01 .01 .01 .01 .01 2.5000 | .01 .01 .01 .02 .02 2.7500 | .02 .02 .02 .02 .02 3.0000 | .02 .02 .02 .02 .02 3.2500 | .02 .02 .02 .02 .02 3.5000 | .02 .02 .02 .02 .02 3.7500 | .03 .03 .03 .03 .03 4.0000 | .03 .03 .03 .03 .03 4.2500 | .03 .03 .03 .03 .03 4.5000 | .03 .03 .03 .03 .03 4.7500 | .03 .03 .03 .03 .03 5.0000 | .03 .03 .03 .03 .03 5.2500 | .03 .04 .04 .04 .04 5.5000 | .04 .04 .04 .04 .04 5.7500 | .04 .04 .04 .04 .04 6.0000 | .04 .04 .04 .04 .04 6.2500 | .04 .04 .04 .04 .04 6.5000 | .04 .04 .04 .04 .04 6.7500 | .04 .04 .04 .04 .04 7.0000 | .04 .04 .04 .04 .05 7.2500 | .05 .05 .05 .05 .05 7.5000 | .05 .05 .05 .05 .05 7.7500 | .05 .05 .05 .05 .05 8.0000 | .05 .05 .05 .05 .05 8.2500 | .05 .05 .05 .05 .05 8.5000 | .05 .05 .06 .06 .06 S/N: PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 9.11 Name.... OUT 20 Event: 100 yr File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW Storm... TypeII 24hr Tag: Dev100 HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 8.7500 | .06 .06 .06 .06 .06 9.0000 | .06 .06 .06 .06 .06 9.2500 | .06 .06 .06 .06 .06 9.5000 | .06 .06 .06 .06 .06 9.7500 | .06 .06 .06 .07 .07 10.0000 | .07 .07 .07 .07 .07 10.2500 | .07 .07 .07 .07 .07 10.5000 | .07 .07 .07 .07 .07 10.7500 | .08 .08 .08 .08 .08 11.0000 | .08 .08 .08 .08 .08 11.2500 | .08 .09 .09 .09 .09 11.5000 | .09 .09 .09 .10 .10 11.7500 | .10 .11 .12 .51 1.00 12.0000 | 1.32 1.44 1.45 1.41 1.33 12.2500 | 1.23 1.14 1.06 .98 .90 12.5000 | .83 .77 .71 .64 .57 12.7500 | .51 .46 .42 .38 .35 13.0000 | .33 .30 .28 .27 .25 13.2500 | .24 .23 .22 .21 .20 13.5000 | .19 .19 .18 .17 .17 13.7500 | .16 .16 .15 .15 .15 14.0000 | .14 .14 .14 .13 .13 14.2500 | .13 .12 .12 .12 .12 14.5000 | .12 .12 .12 .12 .12 14.7500 | .12 .12 .12 .12 .12 15.0000 | .12 .12 .12 .12 .12 15.2500 | .12 .12 .12 .12 .12 15.5000 | .12 .12 .12 .12 .12 15.7500 | .12 .12 .12 .12 .12 16.0000 | .12 .12 .12 .12 .12 16.2500 | .12 .12 .12 .12 .12 16.5000 | .12 .12 .12 .12 .12 16.7500 | .12 .12 .12 .12 .12 17.0000 | .12 .12 .12 .12 .11 17.2500 | .11 .11 .11 .11 .11 17.5000 | .11 .11 .11 .11 .11 17.7500 | .11 .11 .11 .11 .11 18.0000 | .11 .11 .11 .11 .11 18.2500 | .11 .11 .11 .11 .11 18.5000 | .11 .11 .11 .11 .11 18.7500 | .11 .11 .11 .11 .11 19.0000 | .11 .11 .11 .11 .11 19.2500 | .11 .11 .11 .11 .11 19.5000 | .11 .11 .11 .11 .11 19.7500 | .11 .11 .11 .11 .11 S/N: PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 9.12 Name.... OUT 20 Event: 100 yr File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW Storm... TypeII 24hr Tag: Dev100 HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 20.0000 | .11 .11 .11 .11 .11 20.2500 | .11 .11 .11 .11 .11 20.5000 | .11 .11 .11 .10 .10 20.7500 | .10 .10 .10 .10 .10 21.0000 | .10 .10 .10 .10 .10 21.2500 | .10 .10 .10 .10 .10 21.5000 | .10 .10 .10 .10 .10 21.7500 | .10 .10 .10 .10 .10 22.0000 | .10 .10 .10 .10 .10 22.2500 | .10 .10 .10 .10 .10 22.5000 | .10 .10 .10 .10 .10 22.7500 | .10 .10 .10 .10 .10 23.0000 | .10 .10 .10 .10 .09 23.2500 | .09 .09 .09 .09 .09 23.5000 | .09 .09 .09 .09 .09 23.7500 | .09 .09 .09 .09 .09 24.0000 | .09 .09 .09 .09 .09 24.2500 | .09 .09 .09 .09 .09 24.5000 | .09 .09 .09 .09 .09 24.7500 | .09 .09 .08 .08 .08 25.0000 | .08 .08 .08 .08 .08 25.2500 | .08 .08 .08 .08 .08 25.5000 | .08 .08 .08 .08 .08 25.7500 | .08 .08 .08 .07 .07 26.0000 | .07 .07 .07 .07 .07 26.2500 | .07 .07 .07 .07 .07 26.5000 | .07 .07 .07 .07 .07 26.7500 | .07 .06 .06 .06 .06 27.0000 | .06 .06 .06 .06 .06 27.2500 | .06 .06 .06 .06 .06 27.5000 | .06 .06 .05 .05 .05 27.7500 | .05 .05 .05 .05 .05 28.0000 | .05 .05 .05 .04 .04 28.2500 | .04 .04 .04 .04 .04 28.5000 | .04 .04 .04 .04 .04 28.7500 | .04 .03 .03 .03 .03 29.0000 | .03 .03 .03 .03 .03 29.2500 | .03 .02 .02 .02 .02 29.5000 | .02 .02 .02 .02 .02 29.7500 | .02 .02 .02 .01 .01 30.0000 | .01 .01 .01 .01 .01 30.2500 | .01 .01 .01 .01 .01 30.5000 | .01 .01 .01 .01 .01 30.7500 | .01 .01 .01 .01 .01 31.0000 | .01 .01 .01 .01 .01 S/N: PondPack Ver: Compute Time: Date: Type.... Node: Addition Summary Page 9.13 Name.... OUT 20 Event: 100 yr File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW Storm... TypeII 24hr Tag: Dev100 HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 31.2500 | .00 .00 .00 .00 .00 31.5000 | .00 .00 .00 .00 .00 31.7500 | .00 .00 .00 S/N: PondPack Ver: Compute Time: Date: Type.... Time-Elev Page 10.01 Name.... POND 10 OUT Tag: Dev 2 Event: 2 yr File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW Storm... TypeII 24hr Tag: Dev 2 TIME vs. ELEVATION (ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 1.5000 | 137.00 137.00 137.00 137.00 137.00 1.7500 | 137.00 137.01 137.01 137.01 137.01 2.0000 | 137.01 137.01 137.02 137.02 137.02 2.2500 | 137.02 137.02 137.03 137.03 137.03 2.5000 | 137.03 137.03 137.04 137.04 137.04 2.7500 | 137.04 137.05 137.05 137.05 137.05 3.0000 | 137.06 137.06 137.06 137.07 137.07 3.2500 | 137.07 137.07 137.08 137.08 137.08 3.5000 | 137.08 137.09 137.09 137.09 137.10 3.7500 | 137.10 137.10 137.10 137.11 137.11 4.0000 | 137.11 137.11 137.12 137.12 137.12 4.2500 | 137.13 137.13 137.13 137.13 137.14 4.5000 | 137.14 137.14 137.15 137.15 137.15 4.7500 | 137.15 137.16 137.16 137.16 137.17 5.0000 | 137.17 137.17 137.18 137.18 137.18 5.2500 | 137.18 137.19 137.19 137.19 137.20 5.5000 | 137.20 137.20 137.21 137.21 137.21 5.7500 | 137.21 137.22 137.22 137.22 137.23 6.0000 | 137.23 137.23 137.24 137.24 137.24 6.2500 | 137.25 137.25 137.25 137.26 137.26 6.5000 | 137.26 137.26 137.27 137.27 137.27 6.7500 | 137.28 137.28 137.28 137.29 137.29 7.0000 | 137.29 137.30 137.30 137.30 137.30 7.2500 | 137.31 137.31 137.31 137.32 137.32 7.5000 | 137.32 137.33 137.33 137.33 137.34 7.7500 | 137.34 137.34 137.34 137.35 137.35 8.0000 | 137.35 137.36 137.36 137.36 137.37 8.2500 | 137.37 137.38 137.38 137.38 137.39 8.5000 | 137.40 137.40 137.41 137.41 137.42 8.7500 | 137.43 137.43 137.44 137.45 137.45 9.0000 | 137.46 137.47 137.48 137.48 137.49 9.2500 | 137.50 137.50 137.51 137.51 137.51 9.5000 | 137.52 137.52 137.53 137.53 137.54 9.7500 | 137.54 137.55 137.55 137.56 137.57 10.0000 | 137.57 137.58 137.59 137.60 137.61 10.2500 | 137.62 137.63 137.64 137.65 137.66 10.5000 | 137.67 137.69 137.70 137.71 137.73 10.7500 | 137.74 137.76 137.78 137.80 137.82 11.0000 | 137.84 137.86 137.88 137.91 137.94 11.2500 | 137.97 138.00 138.02 138.05 138.08 11.5000 | 138.11 138.15 138.22 138.31 138.46 11.7500 | 138.62 138.83 139.08 139.38 139.67 12.0000 | 139.91 140.07 140.16 140.19 140.22 S/N: PondPack Ver: Compute Time: Date: Type.... Time-Elev Page 10.02 Name.... POND 10 OUT Tag: Dev 2 Event: 2 yr File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW Storm... TypeII 24hr Tag: Dev 2 TIME vs. ELEVATION (ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 12.2500 | 140.23 140.25 140.26 140.27 140.28 12.5000 | 140.29 140.29 140.30 140.30 140.30 12.7500 | 140.30 140.30 140.30 140.30 140.30 13.0000 | 140.30 140.30 140.29 140.29 140.29 13.2500 | 140.28 140.28 140.28 140.27 140.27 13.5000 | 140.26 140.26 140.25 140.25 140.24 13.7500 | 140.24 140.23 140.22 140.22 140.21 14.0000 | 140.20 140.20 140.19 140.18 140.18 14.2500 | 140.17 140.16 140.15 140.15 140.14 14.5000 | 140.13 140.12 140.12 140.11 140.10 14.7500 | 140.09 140.09 140.08 140.07 140.06 15.0000 | 140.05 140.05 140.04 140.03 140.02 15.2500 | 140.01 140.00 140.00 139.99 139.98 15.5000 | 139.97 139.96 139.95 139.94 139.93 15.7500 | 139.91 139.90 139.89 139.88 139.87 16.0000 | 139.86 139.85 139.84 139.83 139.82 16.2500 | 139.81 139.80 139.79 139.78 139.77 16.5000 | 139.76 139.75 139.74 139.72 139.71 16.7500 | 139.70 139.69 139.68 139.67 139.66 17.0000 | 139.65 139.64 139.63 139.62 139.61 17.2500 | 139.60 139.59 139.58 139.57 139.56 17.5000 | 139.55 139.53 139.52 139.51 139.50 17.7500 | 139.49 139.48 139.47 139.45 139.44 18.0000 | 139.43 139.42 139.40 139.39 139.38 18.2500 | 139.37 139.35 139.34 139.33 139.32 18.5000 | 139.30 139.29 139.28 139.27 139.25 18.7500 | 139.24 139.23 139.22 139.21 139.19 19.0000 | 139.18 139.17 139.16 139.14 139.13 19.2500 | 139.12 139.11 139.10 139.08 139.07 19.5000 | 139.06 139.05 139.04 139.02 139.01 19.7500 | 139.00 138.98 138.97 138.96 138.94 20.0000 | 138.93 138.91 138.90 138.88 138.87 20.2500 | 138.85 138.84 138.83 138.81 138.80 20.5000 | 138.78 138.77 138.76 138.74 138.73 20.7500 | 138.71 138.70 138.69 138.67 138.66 21.0000 | 138.65 138.64 138.62 138.61 138.60 21.2500 | 138.58 138.57 138.56 138.55 138.53 21.5000 | 138.52 138.51 138.49 138.48 138.46 21.7500 | 138.45 138.43 138.42 138.40 138.39 22.0000 | 138.37 138.36 138.34 138.33 138.31 22.2500 | 138.30 138.28 138.27 138.26 138.24 22.5000 | 138.23 138.22 138.20 138.19 138.18 22.7500 | 138.16 138.15 138.14 138.13 138.11 23.0000 | 138.10 138.09 138.08 138.06 138.05 S/N: PondPack Ver: Compute Time: Date: Type.... Time-Elev Page 10.03 Name.... POND 10 OUT Tag: Dev 2 Event: 2 yr File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW Storm... TypeII 24hr Tag: Dev 2 TIME vs. ELEVATION (ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 23.2500 | 138.04 138.03 138.02 138.00 137.99 23.5000 | 137.97 137.96 137.94 137.93 137.91 23.7500 | 137.90 137.89 137.87 137.86 137.84 24.0000 | 137.83 137.82 137.80 137.78 137.76 24.2500 | 137.75 137.73 137.71 137.69 137.68 24.5000 | 137.66 137.64 137.63 137.61 137.59 24.7500 | 137.58 137.56 137.55 137.54 137.52 25.0000 | 137.51 137.49 137.47 137.45 137.43 25.2500 | 137.42 137.40 137.38 137.37 137.35 25.5000 | 137.34 137.32 137.31 137.30 137.29 25.7500 | 137.27 137.26 137.25 137.24 137.23 26.0000 | 137.22 137.21 137.20 137.20 137.19 26.2500 | 137.18 137.17 137.17 137.16 137.15 26.5000 | 137.15 137.14 137.13 137.13 137.12 26.7500 | 137.12 137.11 137.11 137.11 137.10 27.0000 | 137.10 137.09 137.09 137.09 137.08 27.2500 | 137.08 137.08 137.07 137.07 137.07 27.5000 | 137.06 137.06 137.06 137.06 137.05 27.7500 | 137.05 137.05 137.05 137.05 S/N: PondPack Ver: Compute Time: Date: Type.... Time-Elev Page 10.04 Name.... POND 10 OUT Tag: Dev 10 Event: 10 yr File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW Storm... TypeII 24hr Tag: Dev 10 TIME vs. ELEVATION (ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 1.0000 | 137.00 137.00 137.00 137.00 137.00 1.2500 | 137.01 137.01 137.01 137.01 137.02 1.5000 | 137.02 137.02 137.03 137.03 137.03 1.7500 | 137.04 137.04 137.04 137.05 137.05 2.0000 | 137.06 137.06 137.06 137.07 137.07 2.2500 | 137.08 137.08 137.09 137.09 137.10 2.5000 | 137.10 137.10 137.11 137.11 137.12 2.7500 | 137.12 137.13 137.13 137.14 137.14 3.0000 | 137.15 137.15 137.16 137.16 137.17 3.2500 | 137.17 137.17 137.18 137.18 137.19 3.5000 | 137.19 137.20 137.20 137.21 137.21 3.7500 | 137.22 137.22 137.22 137.23 137.23 4.0000 | 137.24 137.24 137.25 137.25 137.25 4.2500 | 137.26 137.26 137.27 137.27 137.28 4.5000 | 137.28 137.28 137.29 137.29 137.30 4.7500 | 137.30 137.31 137.31 137.32 137.32 5.0000 | 137.32 137.33 137.33 137.34 137.34 5.2500 | 137.35 137.35 137.36 137.36 137.37 5.5000 | 137.37 137.37 137.38 137.38 137.39 5.7500 | 137.39 137.40 137.40 137.41 137.41 6.0000 | 137.41 137.42 137.42 137.43 137.43 6.2500 | 137.44 137.44 137.45 137.45 137.45 6.5000 | 137.46 137.46 137.47 137.47 137.48 6.7500 | 137.48 137.49 137.49 137.49 137.50 7.0000 | 137.50 137.51 137.51 137.51 137.51 7.2500 | 137.52 137.52 137.52 137.53 137.53 7.5000 | 137.53 137.54 137.54 137.54 137.55 7.7500 | 137.55 137.56 137.56 137.56 137.57 8.0000 | 137.57 137.57 137.58 137.58 137.59 8.2500 | 137.59 137.60 137.60 137.61 137.62 8.5000 | 137.62 137.63 137.64 137.65 137.65 8.7500 | 137.66 137.67 137.68 137.69 137.70 9.0000 | 137.71 137.72 137.73 137.74 137.75 9.2500 | 137.76 137.77 137.78 137.79 137.80 9.5000 | 137.81 137.82 137.82 137.83 137.84 9.7500 | 137.86 137.87 137.88 137.89 137.90 10.0000 | 137.92 137.93 137.94 137.96 137.98 10.2500 | 137.99 138.01 138.02 138.03 138.05 10.5000 | 138.06 138.08 138.10 138.12 138.13 10.7500 | 138.15 138.18 138.20 138.22 138.25 11.0000 | 138.27 138.30 138.33 138.36 138.39 11.2500 | 138.43 138.47 138.51 138.55 138.58 11.5000 | 138.62 138.68 138.76 138.88 139.05 S/N: PondPack Ver: Compute Time: Date: Type.... Time-Elev Page 10.05 Name.... POND 10 OUT Tag: Dev 10 Event: 10 yr File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW Storm... TypeII 24hr Tag: Dev 10 TIME vs. ELEVATION (ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 11.7500 | 139.24 139.50 139.78 140.13 140.48 12.0000 | 140.75 140.91 140.97 140.97 140.95 12.2500 | 140.93 140.91 140.89 140.87 140.85 12.5000 | 140.84 140.82 140.81 140.80 140.78 12.7500 | 140.77 140.77 140.76 140.75 140.75 13.0000 | 140.74 140.74 140.73 140.73 140.72 13.2500 | 140.72 140.72 140.71 140.71 140.71 13.5000 | 140.71 140.70 140.70 140.70 140.70 13.7500 | 140.70 140.69 140.69 140.69 140.68 14.0000 | 140.68 140.68 140.67 140.67 140.66 14.2500 | 140.66 140.66 140.65 140.65 140.64 14.5000 | 140.64 140.63 140.63 140.62 140.62 14.7500 | 140.61 140.61 140.60 140.60 140.59 15.0000 | 140.59 140.58 140.57 140.57 140.56 15.2500 | 140.56 140.55 140.54 140.54 140.53 15.5000 | 140.53 140.52 140.51 140.51 140.50 15.7500 | 140.49 140.48 140.48 140.47 140.46 16.0000 | 140.45 140.44 140.44 140.43 140.42 16.2500 | 140.41 140.40 140.39 140.39 140.38 16.5000 | 140.37 140.36 140.35 140.35 140.34 16.7500 | 140.33 140.32 140.31 140.30 140.29 17.0000 | 140.29 140.28 140.27 140.26 140.25 17.2500 | 140.24 140.24 140.23 140.22 140.21 17.5000 | 140.20 140.19 140.18 140.17 140.17 17.7500 | 140.16 140.15 140.14 140.13 140.12 18.0000 | 140.11 140.11 140.10 140.09 140.08 18.2500 | 140.07 140.06 140.05 140.04 140.03 18.5000 | 140.03 140.02 140.01 140.00 139.99 18.7500 | 139.98 139.97 139.96 139.94 139.93 19.0000 | 139.92 139.91 139.90 139.89 139.88 19.2500 | 139.87 139.86 139.85 139.84 139.83 19.5000 | 139.82 139.80 139.79 139.78 139.77 19.7500 | 139.76 139.75 139.74 139.73 139.72 20.0000 | 139.71 139.70 139.68 139.67 139.66 20.2500 | 139.65 139.64 139.63 139.62 139.61 20.5000 | 139.60 139.59 139.58 139.57 139.56 20.7500 | 139.54 139.53 139.52 139.51 139.50 21.0000 | 139.49 139.48 139.47 139.45 139.44 21.2500 | 139.43 139.42 139.40 139.39 139.38 21.5000 | 139.37 139.35 139.34 139.33 139.32 21.7500 | 139.31 139.29 139.28 139.27 139.26 22.0000 | 139.25 139.23 139.22 139.21 139.20 22.2500 | 139.19 139.18 139.16 139.15 139.14 22.5000 | 139.13 139.12 139.11 139.10 139.09 S/N: PondPack Ver: Compute Time: Date: Type.... Time-Elev Page 10.06 Name.... POND 10 OUT Tag: Dev 10 Event: 10 yr File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW Storm... TypeII 24hr Tag: Dev 10 TIME vs. ELEVATION (ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 22.7500 | 139.07 139.06 139.05 139.04 139.03 23.0000 | 139.02 139.01 139.00 138.98 138.97 23.2500 | 138.95 138.94 138.93 138.91 138.90 23.5000 | 138.89 138.88 138.86 138.85 138.84 23.7500 | 138.82 138.81 138.80 138.79 138.77 24.0000 | 138.76 138.75 138.73 138.71 138.70 24.2500 | 138.68 138.66 138.64 138.63 138.61 24.5000 | 138.59 138.57 138.56 138.54 138.52 24.7500 | 138.51 138.49 138.47 138.45 138.42 25.0000 | 138.40 138.38 138.36 138.34 138.32 25.2500 | 138.30 138.28 138.27 138.25 138.23 25.5000 | 138.21 138.19 138.17 138.15 138.14 25.7500 | 138.12 138.10 138.08 138.06 138.05 26.0000 | 138.03 138.01 138.00 137.97 137.95 26.2500 | 137.93 137.91 137.89 137.87 137.85 26.5000 | 137.83 137.81 137.79 137.77 137.75 26.7500 | 137.73 137.71 137.70 137.68 137.66 27.0000 | 137.65 137.63 137.61 137.60 137.58 27.2500 | 137.57 137.55 137.54 137.52 137.51 27.5000 | 137.50 137.48 137.46 137.44 137.42 27.7500 | 137.40 137.39 137.37 137.36 137.34 28.0000 | 137.33 137.31 137.30 137.29 137.28 28.2500 | 137.27 137.25 137.24 137.23 137.22 28.5000 | 137.22 137.21 137.20 137.19 137.18 28.7500 | 137.17 137.17 137.16 137.15 137.15 29.0000 | 137.14 137.14 137.13 137.13 137.12 29.2500 | 137.12 137.11 137.11 137.10 137.10 29.5000 | 137.09 137.09 137.09 137.08 137.08 29.7500 | 137.08 137.07 137.07 137.07 137.06 30.0000 | 137.06 137.06 137.06 137.05 137.05 30.2500 | 137.05 137.05 137.05 137.04 S/N: PondPack Ver: Compute Time: Date: Type.... Time-Elev Page 10.07 Name.... POND 10 OUT Tag: Dev100 Event: 100 yr File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW Storm... TypeII 24hr Tag: Dev100 TIME vs. ELEVATION (ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- .7000 | 137.00 137.00 137.00 137.00 137.01 .9500 | 137.01 137.01 137.02 137.02 137.02 1.2000 | 137.03 137.04 137.04 137.05 137.05 1.4500 | 137.06 137.06 137.07 137.08 137.09 1.7000 | 137.09 137.10 137.11 137.11 137.12 1.9500 | 137.13 137.14 137.14 137.15 137.16 2.2000 | 137.17 137.17 137.18 137.19 137.20 2.4500 | 137.20 137.21 137.22 137.23 137.23 2.7000 | 137.24 137.25 137.25 137.26 137.27 2.9500 | 137.28 137.28 137.29 137.30 137.30 3.2000 | 137.31 137.32 137.32 137.33 137.34 3.4500 | 137.34 137.35 137.36 137.36 137.37 3.7000 | 137.38 137.38 137.39 137.39 137.40 3.9500 | 137.41 137.41 137.42 137.42 137.43 4.2000 | 137.44 137.44 137.45 137.45 137.46 4.4500 | 137.47 137.47 137.48 137.48 137.49 4.7000 | 137.50 137.50 137.50 137.51 137.51 4.9500 | 137.52 137.52 137.53 137.53 137.54 5.2000 | 137.54 137.54 137.55 137.55 137.56 5.4500 | 137.56 137.57 137.57 137.58 137.59 5.7000 | 137.59 137.60 137.60 137.61 137.61 5.9500 | 137.62 137.62 137.63 137.64 137.64 6.2000 | 137.65 137.65 137.66 137.66 137.67 6.4500 | 137.68 137.68 137.69 137.70 137.70 6.7000 | 137.71 137.71 137.72 137.73 137.73 6.9500 | 137.74 137.75 137.75 137.76 137.77 7.2000 | 137.77 137.78 137.79 137.79 137.80 7.4500 | 137.81 137.81 137.82 137.83 137.83 7.7000 | 137.84 137.85 137.85 137.86 137.87 7.9500 | 137.87 137.88 137.89 137.90 137.90 8.2000 | 137.91 137.92 137.93 137.94 137.95 8.4500 | 137.96 137.97 137.98 137.99 138.00 8.7000 | 138.01 138.02 138.03 138.04 138.05 8.9500 | 138.07 138.08 138.09 138.10 138.11 9.2000 | 138.13 138.14 138.15 138.16 138.17 9.4500 | 138.18 138.20 138.21 138.22 138.23 9.7000 | 138.24 138.26 138.27 138.29 138.30 9.9500 | 138.32 138.33 138.35 138.37 138.39 10.2000 | 138.41 138.43 138.45 138.47 138.49 10.4500 | 138.52 138.53 138.56 138.58 138.60 10.7000 | 138.62 138.65 138.68 138.70 138.73 10.9500 | 138.76 138.80 138.83 138.87 138.90 11.2000 | 138.95 138.99 139.03 139.07 139.12 S/N: PondPack Ver: Compute Time: Date: Type.... Time-Elev Page 10.08 Name.... POND 10 OUT Tag: Dev100 Event: 100 yr File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW Storm... TypeII 24hr Tag: Dev100 TIME vs. ELEVATION (ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 11.4500 | 139.16 139.21 139.28 139.38 139.52 11.7000 | 139.69 139.93 140.20 140.54 140.90 11.9500 | 141.22 141.45 141.57 141.59 141.53 12.2000 | 141.47 141.40 141.33 141.27 141.21 12.4500 | 141.16 141.11 141.06 141.02 140.97 12.7000 | 140.94 140.91 140.88 140.86 140.84 12.9500 | 140.82 140.81 140.80 140.79 140.78 13.2000 | 140.77 140.76 140.76 140.75 140.75 13.4500 | 140.74 140.74 140.74 140.73 140.73 13.7000 | 140.73 140.72 140.72 140.72 140.72 13.9500 | 140.71 140.71 140.71 140.71 140.71 14.2000 | 140.71 140.70 140.70 140.70 140.70 14.4500 | 140.70 140.70 140.70 140.70 140.69 14.7000 | 140.69 140.69 140.69 140.69 140.69 14.9500 | 140.68 140.68 140.68 140.68 140.67 15.2000 | 140.67 140.67 140.67 140.66 140.66 15.4500 | 140.66 140.65 140.65 140.64 140.64 15.7000 | 140.64 140.63 140.63 140.62 140.62 15.9500 | 140.61 140.61 140.60 140.60 140.59 16.2000 | 140.59 140.58 140.58 140.57 140.57 16.4500 | 140.56 140.56 140.55 140.55 140.54 16.7000 | 140.54 140.53 140.52 140.52 140.51 16.9500 | 140.51 140.50 140.50 140.49 140.48 17.2000 | 140.48 140.47 140.46 140.46 140.45 17.4500 | 140.44 140.44 140.43 140.42 140.42 17.7000 | 140.41 140.40 140.39 140.39 140.38 17.9500 | 140.37 140.37 140.36 140.35 140.35 18.2000 | 140.34 140.33 140.32 140.32 140.31 18.4500 | 140.30 140.29 140.29 140.28 140.27 18.7000 | 140.26 140.26 140.25 140.24 140.23 18.9500 | 140.23 140.22 140.21 140.20 140.19 19.2000 | 140.19 140.18 140.17 140.16 140.15 19.4500 | 140.15 140.14 140.13 140.12 140.11 19.7000 | 140.11 140.10 140.09 140.08 140.07 19.9500 | 140.06 140.05 140.05 140.04 140.03 20.2000 | 140.02 140.01 140.00 139.99 139.98 20.4500 | 139.97 139.96 139.95 139.94 139.93 20.7000 | 139.92 139.92 139.91 139.90 139.89 20.9500 | 139.88 139.87 139.86 139.85 139.84 21.2000 | 139.83 139.82 139.81 139.80 139.79 21.4500 | 139.78 139.77 139.76 139.75 139.74 21.7000 | 139.73 139.72 139.71 139.70 139.69 21.9500 | 139.68 139.67 139.66 139.65 139.65 22.2000 | 139.64 139.63 139.62 139.61 139.60 S/N: PondPack Ver: Compute Time: Date: Type.... Time-Elev Page 10.09 Name.... POND 10 OUT Tag: Dev100 Event: 100 yr File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW Storm... TypeII 24hr Tag: Dev100 TIME vs. ELEVATION (ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 22.4500 | 139.59 139.58 139.57 139.56 139.55 22.7000 | 139.54 139.53 139.52 139.52 139.51 22.9500 | 139.50 139.49 139.47 139.46 139.45 23.2000 | 139.44 139.43 139.42 139.41 139.40 23.4500 | 139.39 139.38 139.37 139.36 139.35 23.7000 | 139.34 139.32 139.31 139.30 139.29 23.9500 | 139.28 139.27 139.26 139.25 139.23 24.2000 | 139.21 139.20 139.18 139.16 139.15 24.4500 | 139.13 139.11 139.10 139.08 139.07 24.7000 | 139.05 139.03 139.02 139.00 138.98 24.9500 | 138.96 138.94 138.93 138.91 138.89 25.2000 | 138.87 138.85 138.83 138.81 138.79 25.4500 | 138.78 138.76 138.74 138.72 138.70 25.7000 | 138.69 138.67 138.65 138.63 138.61 25.9500 | 138.60 138.58 138.56 138.55 138.53 26.2000 | 138.51 138.50 138.47 138.45 138.43 26.4500 | 138.41 138.39 138.37 138.35 138.33 26.7000 | 138.31 138.29 138.27 138.25 138.23 26.9500 | 138.21 138.20 138.18 138.16 138.14 27.2000 | 138.12 138.11 138.09 138.07 138.05 27.4500 | 138.04 138.02 138.00 137.98 137.96 27.7000 | 137.94 137.91 137.89 137.87 137.85 27.9500 | 137.83 137.81 137.79 137.77 137.76 28.2000 | 137.74 137.72 137.70 137.68 137.67 28.4500 | 137.65 137.64 137.62 137.60 137.59 28.7000 | 137.57 137.56 137.54 137.53 137.52 28.9500 | 137.50 137.48 137.46 137.44 137.43 29.2000 | 137.41 137.39 137.38 137.36 137.35 29.4500 | 137.33 137.32 137.30 137.29 137.28 29.7000 | 137.27 137.26 137.25 137.24 137.23 29.9500 | 137.22 137.21 137.20 137.19 137.18 30.2000 | 137.18 137.17 137.16 137.16 137.15 30.4500 | 137.14 137.14 137.13 137.13 137.12 30.7000 | 137.12 137.11 137.11 137.10 137.10 30.9500 | 137.09 137.09 137.09 137.08 137.08 31.2000 | 137.08 137.07 137.07 137.07 137.07 31.4500 | 137.06 137.06 137.06 137.06 137.05 31.7000 | 137.05 137.05 137.05 137.04 S/N: PondPack Ver: Compute Time: Date: Type.... Time vs. Volume Page 11.01 Name.... POND 10 OUT Tag: Dev 2 Event: 2 yr File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW Storm... TypeII 24hr Tag: Dev 2 TIME vs. VOLUME (ac-ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 1.5000 | .000 .000 .000 .000 .000 1.7500 | .000 .000 .000 .000 .000 2.0000 | .000 .000 .000 .000 .000 2.2500 | .000 .000 .000 .000 .000 2.5000 | .000 .000 .000 .000 .000 2.7500 | .000 .000 .000 .000 .000 3.0000 | .000 .000 .000 .000 .000 3.2500 | .000 .000 .000 .000 .000 3.5000 | .000 .000 .000 .000 .001 3.7500 | .001 .001 .001 .001 .001 4.0000 | .001 .001 .001 .001 .001 4.2500 | .001 .001 .001 .001 .001 4.5000 | .001 .001 .001 .001 .001 4.7500 | .001 .001 .001 .001 .001 5.0000 | .001 .001 .001 .001 .001 5.2500 | .001 .001 .001 .001 .001 5.5000 | .001 .001 .001 .001 .001 5.7500 | .001 .001 .001 .001 .001 6.0000 | .001 .001 .001 .001 .001 6.2500 | .001 .001 .001 .001 .001 6.5000 | .002 .002 .002 .002 .002 6.7500 | .002 .002 .002 .002 .002 7.0000 | .002 .002 .002 .002 .002 7.2500 | .002 .002 .002 .002 .002 7.5000 | .002 .002 .002 .002 .002 7.7500 | .002 .002 .002 .002 .002 8.0000 | .002 .002 .002 .002 .002 8.2500 | .002 .002 .002 .002 .002 8.5000 | .002 .002 .003 .003 .003 8.7500 | .003 .003 .003 .003 .003 9.0000 | .003 .003 .003 .003 .003 9.2500 | .003 .003 .003 .003 .003 9.5000 | .003 .003 .003 .004 .004 9.7500 | .004 .004 .004 .004 .004 10.0000 | .004 .004 .004 .004 .004 10.2500 | .004 .004 .004 .005 .005 10.5000 | .005 .005 .005 .005 .005 10.7500 | .005 .006 .006 .006 .006 11.0000 | .006 .007 .007 .007 .007 11.2500 | .008 .008 .009 .009 .009 11.5000 | .010 .010 .011 .012 .015 11.7500 | .017 .021 .026 .032 .039 12.0000 | .046 .051 .053 .054 .055 S/N: PondPack Ver: Compute Time: Date: Type.... Time vs. Volume Page 11.02 Name.... POND 10 OUT Tag: Dev 2 Event: 2 yr File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW Storm... TypeII 24hr Tag: Dev 2 TIME vs. VOLUME (ac-ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 12.2500 | .056 .056 .056 .057 .057 12.5000 | .057 .057 .058 .058 .058 12.7500 | .058 .058 .058 .058 .058 13.0000 | .058 .057 .057 .057 .057 13.2500 | .057 .057 .057 .057 .057 13.5000 | .056 .056 .056 .056 .056 13.7500 | .056 .055 .055 .055 .055 14.0000 | .055 .054 .054 .054 .054 14.2500 | .053 .053 .053 .053 .053 14.5000 | .052 .052 .052 .052 .051 14.7500 | .051 .051 .051 .050 .050 15.0000 | .050 .050 .050 .049 .049 15.2500 | .049 .049 .048 .048 .048 15.5000 | .047 .047 .047 .047 .046 15.7500 | .046 .046 .045 .045 .045 16.0000 | .045 .044 .044 .044 .043 16.2500 | .043 .043 .043 .042 .042 16.5000 | .042 .041 .041 .041 .041 16.7500 | .040 .040 .040 .039 .039 17.0000 | .039 .039 .038 .038 .038 17.2500 | .038 .037 .037 .037 .036 17.5000 | .036 .036 .036 .035 .035 17.7500 | .035 .035 .034 .034 .034 18.0000 | .033 .033 .033 .033 .032 18.2500 | .032 .032 .031 .031 .031 18.5000 | .031 .030 .030 .030 .029 18.7500 | .029 .029 .029 .028 .028 19.0000 | .028 .028 .027 .027 .027 19.2500 | .027 .026 .026 .026 .026 19.5000 | .025 .025 .025 .025 .024 19.7500 | .024 .024 .023 .023 .023 20.0000 | .023 .022 .022 .022 .022 20.2500 | .021 .021 .021 .020 .020 20.5000 | .020 .020 .019 .019 .019 20.7500 | .019 .018 .018 .018 .018 21.0000 | .018 .017 .017 .017 .017 21.2500 | .017 .016 .016 .016 .016 21.5000 | .015 .015 .015 .015 .015 21.7500 | .014 .014 .014 .014 .013 22.0000 | .013 .013 .013 .013 .012 22.2500 | .012 .012 .012 .012 .011 22.5000 | .011 .011 .011 .011 .010 22.7500 | .010 .010 .010 .010 .010 23.0000 | .009 .009 .009 .009 .009 S/N: PondPack Ver: Compute Time: Date: Type.... Time vs. Volume Page 11.03 Name.... POND 10 OUT Tag: Dev 2 Event: 2 yr File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW Storm... TypeII 24hr Tag: Dev 2 TIME vs. VOLUME (ac-ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 23.2500 | .009 .009 .008 .008 .008 23.5000 | .008 .008 .008 .007 .007 23.7500 | .007 .007 .007 .007 .006 24.0000 | .006 .006 .006 .006 .006 24.2500 | .005 .005 .005 .005 .005 24.5000 | .005 .004 .004 .004 .004 24.7500 | .004 .004 .004 .004 .003 25.0000 | .003 .003 .003 .003 .003 25.2500 | .003 .002 .002 .002 .002 25.5000 | .002 .002 .002 .002 .002 25.7500 | .002 .002 .001 .001 .001 26.0000 | .001 .001 .001 .001 .001 26.2500 | .001 .001 .001 .001 .001 26.5000 | .001 .001 .001 .001 .001 26.7500 | .001 .001 .001 .001 .001 27.0000 | .001 .000 .000 .000 .000 27.2500 | .000 .000 .000 .000 .000 27.5000 | .000 .000 .000 .000 .000 27.7500 | .000 .000 .000 .000 S/N: PondPack Ver: Compute Time: Date: Type.... Time vs. Volume Page 11.04 Name.... POND 10 OUT Tag: Dev 10 Event: 10 yr File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW Storm... TypeII 24hr Tag: Dev 10 TIME vs. VOLUME (ac-ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 1.0000 | .000 .000 .000 .000 .000 1.2500 | .000 .000 .000 .000 .000 1.5000 | .000 .000 .000 .000 .000 1.7500 | .000 .000 .000 .000 .000 2.0000 | .000 .000 .000 .000 .000 2.2500 | .000 .000 .000 .000 .001 2.5000 | .001 .001 .001 .001 .001 2.7500 | .001 .001 .001 .001 .001 3.0000 | .001 .001 .001 .001 .001 3.2500 | .001 .001 .001 .001 .001 3.5000 | .001 .001 .001 .001 .001 3.7500 | .001 .001 .001 .001 .001 4.0000 | .001 .001 .001 .001 .001 4.2500 | .001 .002 .002 .002 .002 4.5000 | .002 .002 .002 .002 .002 4.7500 | .002 .002 .002 .002 .002 5.0000 | .002 .002 .002 .002 .002 5.2500 | .002 .002 .002 .002 .002 5.5000 | .002 .002 .002 .002 .002 5.7500 | .002 .002 .002 .003 .003 6.0000 | .003 .003 .003 .003 .003 6.2500 | .003 .003 .003 .003 .003 6.5000 | .003 .003 .003 .003 .003 6.7500 | .003 .003 .003 .003 .003 7.0000 | .003 .003 .003 .003 .003 7.2500 | .003 .003 .003 .003 .004 7.5000 | .004 .004 .004 .004 .004 7.7500 | .004 .004 .004 .004 .004 8.0000 | .004 .004 .004 .004 .004 8.2500 | .004 .004 .004 .004 .004 8.5000 | .004 .004 .004 .005 .005 8.7500 | .005 .005 .005 .005 .005 9.0000 | .005 .005 .005 .005 .006 9.2500 | .006 .006 .006 .006 .006 9.5000 | .006 .006 .006 .006 .006 9.7500 | .007 .007 .007 .007 .007 10.0000 | .007 .007 .008 .008 .008 10.2500 | .008 .008 .008 .009 .009 10.5000 | .009 .009 .009 .010 .010 10.7500 | .010 .010 .011 .011 .011 11.0000 | .012 .012 .013 .013 .014 11.2500 | .014 .015 .015 .016 .017 11.5000 | .017 .018 .019 .022 .025 S/N: PondPack Ver: Compute Time: Date: Type.... Time vs. Volume Page 11.05 Name.... POND 10 OUT Tag: Dev 10 Event: 10 yr File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW Storm... TypeII 24hr Tag: Dev 10 TIME vs. VOLUME (ac-ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 11.7500 | .029 .035 .042 .052 .064 12.0000 | .073 .079 .082 .082 .081 12.2500 | .080 .079 .078 .078 .077 12.5000 | .076 .076 .075 .075 .074 12.7500 | .074 .074 .073 .073 .073 13.0000 | .073 .073 .072 .072 .072 13.2500 | .072 .072 .072 .072 .072 13.5000 | .072 .071 .071 .071 .071 13.7500 | .071 .071 .071 .071 .071 14.0000 | .071 .070 .070 .070 .070 14.2500 | .070 .070 .070 .069 .069 14.5000 | .069 .069 .069 .069 .068 14.7500 | .068 .068 .068 .068 .067 15.0000 | .067 .067 .067 .067 .066 15.2500 | .066 .066 .066 .066 .065 15.5000 | .065 .065 .065 .064 .064 15.7500 | .064 .064 .063 .063 .063 16.0000 | .063 .062 .062 .062 .062 16.2500 | .061 .061 .061 .060 .060 16.5000 | .060 .060 .059 .059 .059 16.7500 | .059 .058 .058 .058 .057 17.0000 | .057 .057 .057 .056 .056 17.2500 | .056 .056 .055 .055 .055 17.5000 | .054 .054 .054 .054 .053 17.7500 | .053 .053 .053 .052 .052 18.0000 | .052 .052 .051 .051 .051 18.2500 | .050 .050 .050 .050 .049 18.5000 | .049 .049 .049 .048 .048 18.7500 | .048 .047 .047 .047 .047 19.0000 | .046 .046 .046 .045 .045 19.2500 | .045 .044 .044 .044 .044 19.5000 | .043 .043 .043 .042 .042 19.7500 | .042 .041 .041 .041 .041 20.0000 | .040 .040 .040 .039 .039 20.2500 | .039 .039 .038 .038 .038 20.5000 | .038 .037 .037 .037 .036 20.7500 | .036 .036 .036 .035 .035 21.0000 | .035 .035 .034 .034 .034 21.2500 | .033 .033 .033 .033 .032 21.5000 | .032 .032 .031 .031 .031 21.7500 | .031 .030 .030 .030 .030 22.0000 | .029 .029 .029 .028 .028 22.2500 | .028 .028 .027 .027 .027 22.5000 | .027 .027 .026 .026 .026 S/N: PondPack Ver: Compute Time: Date: Type.... Time vs. Volume Page 11.06 Name.... POND 10 OUT Tag: Dev 10 Event: 10 yr File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW Storm... TypeII 24hr Tag: Dev 10 TIME vs. VOLUME (ac-ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 22.7500 | .026 .025 .025 .025 .025 23.0000 | .024 .024 .024 .024 .023 23.2500 | .023 .023 .023 .022 .022 23.5000 | .022 .022 .021 .021 .021 23.7500 | .021 .020 .020 .020 .020 24.0000 | .020 .019 .019 .019 .018 24.2500 | .018 .018 .018 .017 .017 24.5000 | .017 .016 .016 .016 .016 24.7500 | .015 .015 .015 .014 .014 25.0000 | .014 .013 .013 .013 .013 25.2500 | .012 .012 .012 .011 .011 25.5000 | .011 .011 .010 .010 .010 25.7500 | .010 .009 .009 .009 .009 26.0000 | .009 .008 .008 .008 .008 26.2500 | .007 .007 .007 .007 .006 26.5000 | .006 .006 .006 .006 .006 26.7500 | .005 .005 .005 .005 .005 27.0000 | .005 .004 .004 .004 .004 27.2500 | .004 .004 .004 .003 .003 27.5000 | .003 .003 .003 .003 .003 27.7500 | .002 .002 .002 .002 .002 28.0000 | .002 .002 .002 .002 .002 28.2500 | .002 .001 .001 .001 .001 28.5000 | .001 .001 .001 .001 .001 28.7500 | .001 .001 .001 .001 .001 29.0000 | .001 .001 .001 .001 .001 29.2500 | .001 .001 .001 .001 .001 29.5000 | .000 .000 .000 .000 .000 29.7500 | .000 .000 .000 .000 .000 30.0000 | .000 .000 .000 .000 .000 30.2500 | .000 .000 .000 .000 S/N: PondPack Ver: Compute Time: Date: Type.... Time vs. Volume Page 11.07 Name.... POND 10 OUT Tag: Dev100 Event: 100 yr File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW Storm... TypeII 24hr Tag: Dev100 TIME vs. VOLUME (ac-ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- .7000 | .000 .000 .000 .000 .000 .9500 | .000 .000 .000 .000 .000 1.2000 | .000 .000 .000 .000 .000 1.4500 | .000 .000 .000 .000 .000 1.7000 | .000 .001 .001 .001 .001 1.9500 | .001 .001 .001 .001 .001 2.2000 | .001 .001 .001 .001 .001 2.4500 | .001 .001 .001 .001 .001 2.7000 | .001 .001 .001 .002 .002 2.9500 | .002 .002 .002 .002 .002 3.2000 | .002 .002 .002 .002 .002 3.4500 | .002 .002 .002 .002 .002 3.7000 | .002 .002 .002 .002 .002 3.9500 | .003 .003 .003 .003 .003 4.2000 | .003 .003 .003 .003 .003 4.4500 | .003 .003 .003 .003 .003 4.7000 | .003 .003 .003 .003 .003 4.9500 | .003 .003 .003 .004 .004 5.2000 | .004 .004 .004 .004 .004 5.4500 | .004 .004 .004 .004 .004 5.7000 | .004 .004 .004 .004 .004 5.9500 | .004 .004 .004 .004 .004 6.2000 | .005 .005 .005 .005 .005 6.4500 | .005 .005 .005 .005 .005 6.7000 | .005 .005 .005 .005 .005 6.9500 | .005 .005 .006 .006 .006 7.2000 | .006 .006 .006 .006 .006 7.4500 | .006 .006 .006 .006 .006 7.7000 | .006 .007 .007 .007 .007 7.9500 | .007 .007 .007 .007 .007 8.2000 | .007 .007 .007 .008 .008 8.4500 | .008 .008 .008 .008 .008 8.7000 | .008 .009 .009 .009 .009 8.9500 | .009 .009 .009 .009 .010 9.2000 | .010 .010 .010 .010 .010 9.4500 | .011 .011 .011 .011 .011 9.7000 | .011 .012 .012 .012 .012 9.9500 | .012 .013 .013 .013 .013 10.2000 | .014 .014 .014 .015 .015 10.4500 | .015 .016 .016 .016 .017 10.7000 | .017 .018 .018 .019 .019 10.9500 | .020 .020 .021 .021 .022 11.2000 | .023 .024 .025 .026 .026 S/N: PondPack Ver: Compute Time: Date: Type.... Time vs. Volume Page 11.08 Name.... POND 10 OUT Tag: Dev100 Event: 100 yr File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW Storm... TypeII 24hr Tag: Dev100 TIME vs. VOLUME (ac-ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 11.4500 | .027 .029 .030 .032 .036 11.7000 | .040 .046 .054 .065 .079 11.9500 | .092 .102 .108 .108 .106 12.2000 | .103 .099 .097 .094 .091 12.4500 | .089 .087 .085 .083 .082 12.7000 | .080 .079 .078 .077 .077 12.9500 | .076 .075 .075 .075 .074 13.2000 | .074 .074 .073 .073 .073 13.4500 | .073 .073 .073 .072 .072 13.7000 | .072 .072 .072 .072 .072 13.9500 | .072 .072 .072 .072 .072 14.2000 | .072 .071 .071 .071 .071 14.4500 | .071 .071 .071 .071 .071 14.7000 | .071 .071 .071 .071 .071 14.9500 | .071 .071 .071 .070 .070 15.2000 | .070 .070 .070 .070 .070 15.4500 | .070 .070 .069 .069 .069 15.7000 | .069 .069 .069 .069 .068 15.9500 | .068 .068 .068 .068 .068 16.2000 | .067 .067 .067 .067 .067 16.4500 | .066 .066 .066 .066 .066 16.7000 | .065 .065 .065 .065 .065 16.9500 | .064 .064 .064 .064 .064 17.2000 | .063 .063 .063 .063 .063 17.4500 | .062 .062 .062 .062 .061 17.7000 | .061 .061 .061 .060 .060 17.9500 | .060 .060 .060 .059 .059 18.2000 | .059 .059 .058 .058 .058 18.4500 | .058 .057 .057 .057 .057 18.7000 | .056 .056 .056 .056 .055 18.9500 | .055 .055 .055 .055 .054 19.2000 | .054 .054 .054 .053 .053 19.4500 | .053 .053 .052 .052 .052 19.7000 | .052 .051 .051 .051 .051 19.9500 | .050 .050 .050 .050 .049 20.2000 | .049 .049 .049 .048 .048 20.4500 | .048 .047 .047 .047 .047 20.7000 | .046 .046 .046 .045 .045 20.9500 | .045 .045 .044 .044 .044 21.2000 | .044 .043 .043 .043 .043 21.4500 | .042 .042 .042 .041 .041 21.7000 | .041 .041 .040 .040 .040 21.9500 | .040 .039 .039 .039 .039 22.2000 | .039 .038 .038 .038 .038 S/N: PondPack Ver: Compute Time: Date: Type.... Time vs. Volume Page 11.09 Name.... POND 10 OUT Tag: Dev100 Event: 100 yr File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW Storm... TypeII 24hr Tag: Dev100 TIME vs. VOLUME (ac-ft) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 22.4500 | .037 .037 .037 .037 .036 22.7000 | .036 .036 .036 .036 .035 22.9500 | .035 .035 .035 .034 .034 23.2000 | .034 .033 .033 .033 .033 23.4500 | .032 .032 .032 .032 .031 23.7000 | .031 .031 .031 .031 .030 23.9500 | .030 .030 .030 .029 .029 24.2000 | .029 .028 .028 .027 .027 24.4500 | .027 .026 .026 .026 .025 24.7000 | .025 .025 .024 .024 .024 24.9500 | .023 .023 .023 .022 .022 25.2000 | .022 .021 .021 .020 .020 25.4500 | .020 .019 .019 .019 .019 25.7000 | .018 .018 .018 .017 .017 25.9500 | .017 .016 .016 .016 .016 26.2000 | .015 .015 .015 .014 .014 26.4500 | .014 .013 .013 .013 .013 26.7000 | .012 .012 .012 .012 .011 26.9500 | .011 .011 .010 .010 .010 27.2000 | .010 .010 .009 .009 .009 27.4500 | .009 .008 .008 .008 .008 27.7000 | .008 .007 .007 .007 .007 27.9500 | .006 .006 .006 .006 .006 28.2000 | .005 .005 .005 .005 .005 28.4500 | .005 .004 .004 .004 .004 28.7000 | .004 .004 .004 .003 .003 28.9500 | .003 .003 .003 .003 .003 29.2000 | .003 .002 .002 .002 .002 29.4500 | .002 .002 .002 .002 .002 29.7000 | .002 .001 .001 .001 .001 29.9500 | .001 .001 .001 .001 .001 30.2000 | .001 .001 .001 .001 .001 30.4500 | .001 .001 .001 .001 .001 30.7000 | .001 .001 .001 .001 .001 30.9500 | .000 .000 .000 .000 .000 31.2000 | .000 .000 .000 .000 .000 31.4500 | .000 .000 .000 .000 .000 31.7000 | .000 .000 .000 .000 S/N: PondPack Ver: Compute Time: Date: Type.... Vol: Elev-Area Page 12.01 Name.... POND 10 File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW Elevation Planimeter Area A1+A2+sqr(A1*A2) Volume Volume Sum (ft) (sq.in) (acres) (acres) (ac-ft) (ac-ft) ------------------------------------------------------------------------ 137.00 ----- .0050 .0000 .000 .000 138.00 ----- .0120 .0247 .008 .008 139.00 ----- .0200 .0475 .016 .024 140.00 ----- .0290 .0731 .024 .048 141.00 ----- .0400 .1031 .034 .083 142.00 ----- .0520 .1376 .046 .129 143.00 ----- .0660 .1766 .059 .188 144.00 ----- .0790 .2172 .072 .260 POND VOLUME EQUATIONS * Incremental volume computed by the Conic Method for Reservoir Volumes. Volume = (1/3) * (EL2-EL1) * (Area1 + Area2 + sq.rt.(Area1*Area2)) where: EL1, EL2 = Lower and upper elevations of the increment Area1,Area2 = Areas computed for EL1, EL2, respectively Volume = Incremental volume between EL1 and EL2 S/N: PondPack Ver: Compute Time: Date: Type.... Outlet Input Data Page 13.01 Name.... Outlet 1 File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW REQUESTED POND WS ELEVATIONS: Min. Elev.= 137.00 ft Increment = .50 ft Max. Elev.= 144.00 ft ********************************************** OUTLET CONNECTIVITY ********************************************** ---> Forward Flow Only (UpStream to DnStream) <--- Reverse Flow Only (DnStream to UpStream) <---> Forward and Reverse Both Allowed Structure No. Outfall E1, ft E2, ft ----------------- ---- ------- --------- --------- Orifice-Circular O4 ---> CV 140.600 144.000 Orifice-Circular O3 ---> CV 140.700 144.000 Orifice-Circular O2 ---> CV 140.700 144.000 Inlet Box IB ---> CV 143.000 144.000 Orifice-Circular O1 ---> CV 137.000 144.000 Culvert-Circular CV ---> TW 137.000 144.000 TW SETUP, DS Channel S/N: PondPack Ver: Compute Time: Date: Type.... Outlet Input Data Page 13.02 Name.... Outlet 1 File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW OUTLET STRUCTURE INPUT DATA Structure ID = O4 Structure Type = Orifice-Circular ------------------------------------ # of Openings = 1 Invert Elev. = 140.60 ft Diameter = .5000 ft Orifice Coeff. = .600 Structure ID = O3 Structure Type = Orifice-Circular ------------------------------------ # of Openings = 1 Invert Elev. = 140.70 ft Diameter = .2500 ft Orifice Coeff. = .600 Structure ID = O2 Structure Type = Orifice-Circular ------------------------------------ # of Openings = 1 Invert Elev. = 140.70 ft Diameter = .3300 ft Orifice Coeff. = .600 S/N: PondPack Ver: Compute Time: Date: Type.... Outlet Input Data Page 13.03 Name.... Outlet 1 File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW OUTLET STRUCTURE INPUT DATA Structure ID = IB Structure Type = Inlet Box ------------------------------------ # of Openings = 1 Invert Elev. = 143.00 ft Orifice Area = .7900 sq.ft Orifice Coeff. = .600 Weir Length = 8.00 ft Weir Coeff. = 2.800 K, Reverse = 1.000 Mannings n = .0000 Kev,Charged Riser = .000 Weir Submergence = No Structure ID = O1 Structure Type = Orifice-Circular ------------------------------------ # of Openings = 1 Invert Elev. = 137.00 ft Diameter = .1300 ft Orifice Coeff. = .600 S/N: PondPack Ver: Compute Time: Date: Type.... Outlet Input Data Page 13.04 Name.... Outlet 1 File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW OUTLET STRUCTURE INPUT DATA Structure ID = CV Structure Type = Culvert-Circular ------------------------------------ No. Barrels = 1 Barrel Diameter = .6700 ft Upstream Invert = 137.00 ft Dnstream Invert = 136.00 ft Horiz. Length = 40.00 ft Barrel Length = 40.01 ft Barrel Slope = .02500 ft/ft OUTLET CONTROL DATA... Mannings n = .0110 Ke = .2000 (forward entrance loss) Kb = .038192 (per ft of full flow) Kr = .2000 (reverse entrance loss) HW Convergence = .001 +/- ft INLET CONTROL DATA... Equation form = 1 Inlet Control K = .0018 Inlet Control M = 2.0000 Inlet Control c = .02920 Inlet Control Y = .7400 T1 ratio (HW/D) = 1.007 T2 ratio (HW/D) = 1.195 Slope Factor = -.500 Use unsubmerged inlet control Form 1 equ. below T1 elev. Use submerged inlet control Form 1 equ. above T2 elev. In transition zone between unsubmerged and submerged inlet control, interpolate between flows at T1 & T2... At T1 Elev = 137.67 ft ---> Flow = 1.01 cfs At T2 Elev = 137.80 ft ---> Flow = 1.15 cfs Structure ID = TW Structure Type = TW SETUP, DS Channel ------------------------------------ FREE OUTFALL CONDITIONS SPECIFIED CONVERGENCE TOLERANCES... Maximum Iterations= 30 Min. TW tolerance = .01 ft Max. TW tolerance = .01 ft Min. HW tolerance = .01 ft Max. HW tolerance = .01 ft Min. Q tolerance = .10 cfs Max. Q tolerance = .10 cfs S/N: PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 13.05 Name.... Outlet 1 File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = O4 (Orifice-Circular) -------------------------------------- Upstream ID = (Pond Water Surface) DNstream ID = CV (Culvert-Circular) Pond WS. Device (into) Converge Next DS HGL Q SUM DS Chan. TW Elev. Q HW HGL DS HGL DS HGL Error Error TW Error ft cfs ft ft ft +/-ft +/-cfs ft +/-ft -------- -------- ------- -------- ------- ------ ------ ------- ------- 137.00 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 137.50 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 138.00 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 138.50 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 139.00 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 139.50 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 140.00 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 140.50 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 140.60 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 140.70 .00 140.70 Free 137.24 .000 .000 Free Outfall CRIT.DEPTH CONTROL Vh= .000ft Dcr= .125ft CRIT.DEPTH Hev= .00ft 141.00 .30 141.00 Free 137.56 .000 .000 Free Outfall CRIT.DEPTH CONTROL Vh= .150ft Dcr= .250ft CRIT.DEPTH Hev= .00ft 141.50 .76 141.50 Free 137.93 .000 .000 Free Outfall H =.65 142.00 1.01 142.00 Free 138.26 .000 .000 Free Outfall H =1.15 142.50 1.21 142.50 Free 138.58 .000 .000 Free Outfall H =1.65 143.00 1.39 143.00 Free 138.89 .000 .000 Free Outfall H =2.15 143.50 .85 143.50 142.69 142.69 .000 .000 Free Outfall H =.81 144.00 .63 144.00 143.56 143.56 .000 .000 Free Outfall H =.44 S/N: PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 13.06 Name.... Outlet 1 File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = O3 (Orifice-Circular) -------------------------------------- Upstream ID = (Pond Water Surface) DNstream ID = CV (Culvert-Circular) Pond WS. Device (into) Converge Next DS HGL Q SUM DS Chan. TW Elev. Q HW HGL DS HGL DS HGL Error Error TW Error ft cfs ft ft ft +/-ft +/-cfs ft +/-ft -------- -------- ------- -------- ------- ------ ------ ------- ------- 137.00 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 137.50 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 138.00 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 138.50 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 139.00 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 139.50 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 140.00 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 140.50 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 140.60 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 140.70 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 141.00 .10 141.00 Free 137.56 .000 .000 Free Outfall H =.18 141.50 .19 141.50 Free 137.93 .000 .000 Free Outfall H =.68 142.00 .26 142.00 Free 138.26 .000 .000 Free Outfall H =1.18 142.50 .31 142.50 Free 138.58 .000 .000 Free Outfall H =1.68 143.00 .35 143.00 Free 138.89 .000 .000 Free Outfall H =2.18 143.50 .21 143.50 142.69 142.69 .000 .000 Free Outfall H =.81 144.00 .16 144.00 143.56 143.56 .000 .000 Free Outfall H =.44 S/N: PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 13.07 Name.... Outlet 1 File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = O2 (Orifice-Circular) -------------------------------------- Upstream ID = (Pond Water Surface) DNstream ID = CV (Culvert-Circular) Pond WS. Device (into) Converge Next DS HGL Q SUM DS Chan. TW Elev. Q HW HGL DS HGL DS HGL Error Error TW Error ft cfs ft ft ft +/-ft +/-cfs ft +/-ft -------- -------- ------- -------- ------- ------ ------ ------- ------- 137.00 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 137.50 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 138.00 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 138.50 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 139.00 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 139.50 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 140.00 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 140.50 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 140.60 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 140.70 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 141.00 .13 141.00 Free 137.56 .000 .000 Free Outfall CRIT.DEPTH CONTROL Vh= .135ft Dcr= .165ft CRIT.DEPTH Hev= .00ft 141.50 .33 141.50 Free 137.93 .000 .000 Free Outfall H =.64 142.00 .44 142.00 Free 138.26 .000 .000 Free Outfall H =1.14 142.50 .53 142.50 Free 138.58 .000 .000 Free Outfall H =1.64 143.00 .60 143.00 Free 138.89 .000 .000 Free Outfall H =2.14 143.50 .37 143.50 142.69 142.69 .000 .000 Free Outfall H =.81 144.00 .27 144.00 143.56 143.56 .000 .000 Free Outfall H =.44 S/N: PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 13.08 Name.... Outlet 1 File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = IB (Inlet Box) -------------------------------------- Upstream ID = (Pond Water Surface) DNstream ID = CV (Culvert-Circular) Pond WS. Device (into) Converge Next DS HGL Q SUM DS Chan. TW Elev. Q HW HGL DS HGL DS HGL Error Error TW Error ft cfs ft ft ft +/-ft +/-cfs ft +/-ft -------- -------- ------- -------- ------- ------ ------ ------- ------- 137.00 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 137.50 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 138.00 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 138.50 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 139.00 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 139.50 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 140.00 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 140.50 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 140.60 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 140.70 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 141.00 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 141.50 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 142.00 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 142.50 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 143.00 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 143.50 2.69 143.50 Free 142.69 .000 .000 Free Outfall Orifice: H =.50; Riser orifice equation controlling. 144.00 3.80 144.00 143.56 143.56 .000 .000 Free Outfall FULLY CHARGED RISER: Orifice Equation Control to Crest; H=1.00 S/N: PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 13.09 Name.... Outlet 1 File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = O1 (Orifice-Circular) -------------------------------------- Upstream ID = (Pond Water Surface) DNstream ID = CV (Culvert-Circular) Pond WS. Device (into) Converge Next DS HGL Q SUM DS Chan. TW Elev. Q HW HGL DS HGL DS HGL Error Error TW Error ft cfs ft ft ft +/-ft +/-cfs ft +/-ft -------- -------- ------- -------- ------- ------ ------ ------- ------- 137.00 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 137.50 .04 137.50 137.12 137.12 .000 .000 Free Outfall H =.38 138.00 .06 138.00 137.24 137.24 .000 .000 Free Outfall H =.76 138.50 .07 138.50 137.24 137.24 .000 .000 Free Outfall H =1.26 139.00 .08 139.00 137.24 137.24 .000 .000 Free Outfall H =1.76 139.50 .10 139.50 137.24 137.24 .000 .000 Free Outfall H =2.26 140.00 .11 140.00 137.24 137.24 .000 .000 Free Outfall H =2.76 140.50 .12 140.50 137.24 137.24 .000 .000 Free Outfall H =3.26 140.60 .12 140.60 137.24 137.24 .000 .000 Free Outfall H =3.36 140.70 .12 140.70 137.24 137.24 .000 .000 Free Outfall H =3.46 141.00 .12 141.00 137.56 137.56 .000 .000 Free Outfall H =3.44 141.50 .12 141.50 137.93 137.93 .000 .000 Free Outfall H =3.57 142.00 .12 142.00 138.26 138.26 .000 .000 Free Outfall H =3.74 142.50 .13 142.50 138.58 138.58 .000 .000 Free Outfall H =3.92 143.00 .13 143.00 138.89 138.89 .000 .000 Free Outfall H =4.11 143.50 .06 143.50 142.69 142.69 .000 .000 Free Outfall H =.81 144.00 .04 144.00 143.56 143.56 .000 .000 Free Outfall H =.44 S/N: PondPack Ver: Compute Time: Date: Type.... Individual Outlet Curves Page 13.10 Name.... Outlet 1 File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = CV (Culvert-Circular) -------------------------------------- Mannings open channel maximum capacity: 2.46 cfs UPstream ID's= O4, O3, O2, IB, O1 DNstream ID = TW (Pond Outfall) Pond WS. Device (into) Converge Next DS HGL Q SUM DS Chan. TW Elev. Q HW HGL DS HGL DS HGL Error Error TW Error ft cfs ft ft ft +/-ft +/-cfs ft +/-ft -------- -------- ------- -------- ------- ------ ------ ------- ------- 137.00 .00 ... ... ... ... ... Free Outfall WS below an invert; no flow. 137.50 .03 137.12 Free Free .000 .007 Free Outfall INLET CONTROL... Equ.1: HW =.12 dc=.084 Ac=.0254 138.00 .23 137.24 Free Free .000 .000 Free Outfall INLET CONTROL... Equ.1: HW =.24 dc=.251 Ac=.1207 138.50 .23 137.24 Free Free .000 .000 Free Outfall INLET CONTROL... Equ.1: HW =.24 dc=.251 Ac=.1207 139.00 .23 137.24 Free Free .000 .000 Free Outfall INLET CONTROL... Equ.1: HW =.24 dc=.251 Ac=.1207 139.50 .23 137.24 Free Free .000 .000 Free Outfall INLET CONTROL... Equ.1: HW =.24 dc=.251 Ac=.1207 140.00 .23 137.24 Free Free .000 .000 Free Outfall INLET CONTROL... Equ.1: HW =.24 dc=.251 Ac=.1207 140.50 .23 137.24 Free Free .000 .000 Free Outfall INLET CONTROL... Equ.1: HW =.24 dc=.251 Ac=.1207 140.60 .23 137.24 Free Free .000 .000 Free Outfall INLET CONTROL... Equ.1: HW =.24 dc=.251 Ac=.1207 140.70 .23 137.24 Free Free .000 .000 Free Outfall INLET CONTROL... Equ.1: HW =.24 dc=.251 Ac=.1207 141.00 .69 137.56 Free Free .000 .037 Free Outfall INLET CONTROL... Equ.1: HW =.56 dc=.419 Ac=.2317 141.50 1.38 137.93 Free Free .000 .025 Free Outfall INLET CONTROL... Submerged: HW =.93 142.00 1.81 138.26 Free Free .000 .023 Free Outfall INLET CONTROL... Submerged: HW =1.26 142.50 2.15 138.58 Free Free .000 .021 Free Outfall INLET CONTROL... Submerged: HW =1.58 143.00 2.45 138.89 Free Free .000 .018 Free Outfall INLET CONTROL... Submerged: HW =1.89 143.50 4.20 142.69 Free Free .000 .019 Free Outfall FULL FLOW...Lfull=39.99ft Vh=2.206ft HL=6.017ft Hev= .00ft 144.00 4.50 143.56 Free Free .000 .402 Free Outfall FULL FLOW...Lfull=39.99ft Vh=2.527ft HL=6.893ft Hev= .00ft S/N: PondPack Ver: Compute Time: Date: Type.... Composite Rating Curve Page 13.11 Name.... Outlet 1 File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW ***** COMPOSITE OUTFLOW SUMMARY **** WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 137.00 .00 Free Outfall (no Q: O4,O3,O2,IB,O1,CV) 137.50 .03 Free Outfall O1,CV (no Q: O4,O3,O2,IB) 138.00 .06 Free Outfall O1,CV (no Q: O4,O3,O2,IB) 138.50 .07 Free Outfall O1,CV (no Q: O4,O3,O2,IB) 139.00 .08 Free Outfall O1,CV (no Q: O4,O3,O2,IB) 139.50 .10 Free Outfall O1,CV (no Q: O4,O3,O2,IB) 140.00 .11 Free Outfall O1,CV (no Q: O4,O3,O2,IB) 140.50 .12 Free Outfall O1,CV (no Q: O4,O3,O2,IB) 140.60 .12 Free Outfall O1,CV (no Q: O4,O3,O2,IB) 140.70 .12 Free Outfall O4,O1,CV (no Q: O3,O2,IB) 141.00 .69 Free Outfall O4,O3,O2,O1,CV (no Q: IB) 141.50 1.38 Free Outfall O4,O3,O2,O1,CV (no Q: IB) 142.00 1.81 Free Outfall O4,O3,O2,O1,CV (no Q: IB) 142.50 2.15 Free Outfall O4,O3,O2,O1,CV (no Q: IB) 143.00 2.45 Free Outfall O4,O3,O2,O1,CV (no Q: IB) 143.50 4.20 Free Outfall O4,O3,O2,IB,O1,CV 144.00 4.50 Free Outfall O4,O3,O2,IB,O1,CV S/N: PondPack Ver: Compute Time: Date: Type.... Pond E-V-Q Table Page 14.01 Name.... POND 10 File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW LEVEL POOL ROUTING DATA HYG Dir = H:\00758800\cwork\ Inflow HYG file = work_pad.hyg - POND 10 IN Dev 2 Outflow HYG file = work_pad.hyg - POND 10 OUT Dev 2 Pond Node Data = POND 10 Pond Volume Data = POND 10 Pond Outlet Data = Outlet 1 No Infiltration INITIAL CONDITIONS ---------------------------------- Starting WS Elev = 137.00 ft Starting Volume = .000 ac-ft Starting Outflow = .00 cfs Starting Infiltr. = .00 cfs Starting Total Qout= .00 cfs Time Increment = .0500 hrs Elevation Outflow Storage Area Infilt. Q Total 2S/t + O ft cfs ac-ft acres cfs cfs cfs ------------------------------------------------------------------------------ 137.00 .00 .000 .0050 .00 .00 .00 137.50 .03 .003 .0081 .00 .03 1.61 138.00 .06 .008 .0120 .00 .06 4.05 138.50 .07 .015 .0157 .00 .07 7.41 139.00 .08 .024 .0200 .00 .08 11.74 139.50 .10 .035 .0243 .00 .10 17.10 140.00 .11 .048 .0290 .00 .11 23.55 140.50 .12 .064 .0343 .00 .12 31.21 140.60 .12 .068 .0354 .00 .12 32.90 140.70 .12 .071 .0365 .00 .12 34.64 141.00 .69 .083 .0400 .00 .69 40.76 141.50 1.38 .104 .0458 .00 1.38 51.83 142.00 1.81 .129 .0520 .00 1.81 64.08 142.50 2.15 .156 .0588 .00 2.15 77.82 143.00 2.45 .188 .0660 .00 2.45 93.21 143.50 4.20 .222 .0724 .00 4.20 111.70 144.00 4.50 .260 .0790 .00 4.50 130.30 S/N: PondPack Ver: Compute Time: Date: Type.... Node: Pond Inflow Summary Page 14.02 Name.... POND 10 IN Event: 2 yr File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW Storm... TypeII 24hr Tag: Dev 2 SUMMARY FOR HYDROGRAPH ADDITION at Node: POND 10 IN HYG Directory: H:\00758800\cwork\ ========================================================================== Upstream Link ID Upstream Node ID HYG file HYG ID HYG tag -------------------------------------------------------------------------- ADDLINK 10 WATERSHED work_pad.hyg WATERSHED Dev 2 ========================================================================== INFLOWS TO: POND 10 IN ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag ac-ft hrs cfs -------------------------------------------------------------------------- work_pad.hyg WATERSHED Dev 2 .115 11.9000 1.89 TOTAL FLOW INTO: POND 10 IN ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag ac-ft hrs cfs -------------------------------------------------------------------------- work_pad.hyg POND 10 IN Dev 2 .115 11.9000 1.89 S/N: PondPack Ver: Compute Time: Date: Type.... Node: Pond Inflow Summary Page 14.03 Name.... POND 10 IN Event: 2 yr File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW Storm... TypeII 24hr Tag: Dev 2 TOTAL NODE INFLOW... HYG file = H:\00758800\cwork\work_pad.hyg HYG ID = POND 10 IN HYG Tag = Dev 2 ----------------------------------- Peak Discharge = 1.89 cfs Time to Peak = 11.9000 hrs HYG Volume = .115 ac-ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 1.5000 | .00 .00 .00 .00 .00 1.7500 | .00 .00 .00 .00 .00 2.0000 | .00 .00 .00 .00 .00 2.2500 | .00 .00 .01 .01 .01 2.5000 | .01 .01 .01 .01 .01 2.7500 | .01 .01 .01 .01 .01 3.0000 | .01 .01 .01 .01 .01 3.2500 | .01 .01 .01 .01 .01 3.5000 | .01 .01 .01 .01 .01 3.7500 | .01 .01 .01 .01 .01 4.0000 | .01 .01 .01 .01 .01 4.2500 | .01 .01 .01 .01 .01 4.5000 | .01 .01 .01 .01 .01 4.7500 | .01 .01 .02 .02 .02 5.0000 | .02 .02 .02 .02 .02 5.2500 | .02 .02 .02 .02 .02 5.5000 | .02 .02 .02 .02 .02 5.7500 | .02 .02 .02 .02 .02 6.0000 | .02 .02 .02 .02 .02 6.2500 | .02 .02 .02 .02 .02 6.5000 | .02 .02 .02 .02 .02 6.7500 | .02 .02 .02 .02 .02 7.0000 | .02 .02 .02 .02 .02 7.2500 | .03 .03 .03 .03 .03 7.5000 | .03 .03 .03 .03 .03 7.7500 | .03 .03 .03 .03 .03 8.0000 | .03 .03 .03 .03 .03 8.2500 | .03 .03 .03 .03 .03 8.5000 | .03 .04 .04 .04 .04 8.7500 | .04 .04 .04 .04 .04 9.0000 | .04 .04 .04 .04 .04 S/N: PondPack Ver: Compute Time: Date: Type.... Node: Pond Inflow Summary Page 14.04 Name.... POND 10 IN Event: 2 yr File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW Storm... TypeII 24hr Tag: Dev 2 HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 9.2500 | .04 .04 .04 .04 .04 9.5000 | .04 .04 .04 .05 .05 9.7500 | .05 .05 .05 .05 .05 10.0000 | .05 .06 .06 .06 .06 10.2500 | .06 .06 .07 .07 .07 10.5000 | .07 .07 .08 .08 .08 10.7500 | .08 .09 .09 .09 .10 11.0000 | .10 .10 .11 .11 .12 11.2500 | .13 .14 .14 .15 .16 11.5000 | .17 .23 .32 .47 .64 11.7500 | .85 1.06 1.46 1.89 1.78 12.0000 | 1.51 1.02 .47 .31 .26 12.2500 | .24 .22 .20 .19 .17 12.5000 | .15 .14 .13 .12 .12 12.7500 | .12 .11 .11 .10 .10 13.0000 | .10 .09 .09 .09 .09 13.2500 | .08 .08 .08 .08 .08 13.5000 | .07 .07 .07 .07 .07 13.7500 | .07 .06 .06 .06 .06 14.0000 | .06 .06 .06 .05 .05 14.2500 | .05 .05 .05 .05 .05 14.5000 | .05 .05 .05 .05 .05 14.7500 | .05 .05 .05 .05 .05 15.0000 | .05 .05 .04 .04 .04 15.2500 | .04 .04 .04 .04 .04 15.5000 | .04 .04 .04 .04 .04 15.7500 | .04 .04 .04 .04 .04 16.0000 | .04 .03 .03 .03 .03 16.2500 | .03 .03 .03 .03 .03 16.5000 | .03 .03 .03 .03 .03 16.7500 | .03 .03 .03 .03 .03 17.0000 | .03 .03 .03 .03 .03 17.2500 | .03 .03 .03 .03 .03 17.5000 | .03 .03 .03 .03 .03 17.7500 | .03 .03 .03 .03 .03 18.0000 | .03 .03 .03 .03 .03 18.2500 | .03 .03 .03 .03 .03 18.5000 | .03 .03 .03 .02 .02 18.7500 | .02 .02 .02 .02 .02 19.0000 | .02 .02 .02 .02 .02 19.2500 | .02 .02 .02 .02 .02 19.5000 | .02 .02 .02 .02 .02 19.7500 | .02 .02 .02 .02 .02 20.0000 | .02 .02 .02 .02 .02 20.2500 | .02 .02 .02 .02 .02 S/N: PondPack Ver: Compute Time: Date: Type.... Node: Pond Inflow Summary Page 14.05 Name.... POND 10 IN Event: 2 yr File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW Storm... TypeII 24hr Tag: Dev 2 HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 20.5000 | .02 .02 .02 .02 .02 20.7500 | .02 .02 .02 .02 .02 21.0000 | .02 .02 .02 .02 .02 21.2500 | .02 .02 .02 .02 .02 21.5000 | .02 .02 .02 .02 .02 21.7500 | .02 .02 .02 .02 .02 22.0000 | .02 .02 .02 .02 .02 22.2500 | .02 .02 .02 .02 .02 22.5000 | .02 .02 .02 .02 .02 22.7500 | .02 .02 .02 .02 .02 23.0000 | .02 .02 .02 .02 .02 23.2500 | .02 .02 .02 .02 .02 23.5000 | .02 .02 .02 .02 .02 23.7500 | .02 .02 .02 .02 .02 24.0000 | .02 .01 .00 .00 S/N: PondPack Ver: Compute Time: Date: Type.... Node: Pond Inflow Summary Page 14.06 Name.... POND 10 IN Event: 10 yr File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW Storm... TypeII 24hr Tag: Dev 10 SUMMARY FOR HYDROGRAPH ADDITION at Node: POND 10 IN HYG Directory: H:\00758800\cwork\ ========================================================================== Upstream Link ID Upstream Node ID HYG file HYG ID HYG tag -------------------------------------------------------------------------- ADDLINK 10 WATERSHED work_pad.hyg WATERSHED Dev 10 ========================================================================== INFLOWS TO: POND 10 IN ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag ac-ft hrs cfs -------------------------------------------------------------------------- work_pad.hyg WATERSHED Dev 10 .178 11.9000 2.87 TOTAL FLOW INTO: POND 10 IN ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag ac-ft hrs cfs -------------------------------------------------------------------------- work_pad.hyg POND 10 IN Dev 10 .178 11.9000 2.87 S/N: PondPack Ver: Compute Time: Date: Type.... Node: Pond Inflow Summary Page 14.07 Name.... POND 10 IN Event: 10 yr File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW Storm... TypeII 24hr Tag: Dev 10 TOTAL NODE INFLOW... HYG file = H:\00758800\cwork\work_pad.hyg HYG ID = POND 10 IN HYG Tag = Dev 10 ----------------------------------- Peak Discharge = 2.87 cfs Time to Peak = 11.9000 hrs HYG Volume = .178 ac-ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 1.0000 | .00 .00 .00 .00 .00 1.2500 | .00 .00 .00 .00 .01 1.5000 | .01 .01 .01 .01 .01 1.7500 | .01 .01 .01 .01 .01 2.0000 | .01 .01 .01 .01 .01 2.2500 | .01 .01 .01 .01 .01 2.5000 | .01 .01 .01 .01 .02 2.7500 | .02 .02 .02 .02 .02 3.0000 | .02 .02 .02 .02 .02 3.2500 | .02 .02 .02 .02 .02 3.5000 | .02 .02 .02 .02 .02 3.7500 | .02 .02 .02 .02 .02 4.0000 | .02 .02 .02 .02 .02 4.2500 | .02 .02 .02 .02 .02 4.5000 | .03 .03 .03 .03 .03 4.7500 | .03 .03 .03 .03 .03 5.0000 | .03 .03 .03 .03 .03 5.2500 | .03 .03 .03 .03 .03 5.5000 | .03 .03 .03 .03 .03 5.7500 | .03 .03 .03 .03 .03 6.0000 | .03 .03 .03 .04 .04 6.2500 | .04 .04 .04 .04 .04 6.5000 | .04 .04 .04 .04 .04 6.7500 | .04 .04 .04 .04 .04 7.0000 | .04 .04 .04 .04 .04 7.2500 | .04 .04 .04 .04 .04 7.5000 | .04 .04 .04 .04 .04 7.7500 | .04 .04 .04 .04 .05 8.0000 | .05 .05 .05 .05 .05 8.2500 | .05 .05 .05 .05 .05 8.5000 | .06 .06 .06 .06 .06 S/N: PondPack Ver: Compute Time: Date: Type.... Node: Pond Inflow Summary Page 14.08 Name.... POND 10 IN Event: 10 yr File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW Storm... TypeII 24hr Tag: Dev 10 HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 8.7500 | .06 .06 .06 .06 .07 9.0000 | .07 .07 .07 .07 .07 9.2500 | .07 .07 .07 .07 .07 9.5000 | .07 .07 .07 .07 .07 9.7500 | .08 .08 .08 .08 .08 10.0000 | .08 .09 .09 .09 .09 10.2500 | .10 .10 .10 .10 .11 10.5000 | .11 .11 .12 .12 .13 10.7500 | .13 .13 .14 .14 .15 11.0000 | .15 .16 .17 .18 .19 11.2500 | .20 .21 .22 .23 .24 11.5000 | .25 .36 .49 .72 .98 11.7500 | 1.29 1.61 2.21 2.87 2.69 12.0000 | 2.28 1.53 .70 .47 .40 12.2500 | .36 .33 .31 .28 .26 12.5000 | .23 .21 .20 .19 .18 12.7500 | .18 .17 .16 .16 .15 13.0000 | .15 .14 .14 .13 .13 13.2500 | .13 .12 .12 .12 .11 13.5000 | .11 .11 .10 .10 .10 13.7500 | .10 .10 .09 .09 .09 14.0000 | .09 .09 .08 .08 .08 14.2500 | .08 .08 .08 .08 .08 14.5000 | .08 .08 .08 .07 .07 14.7500 | .07 .07 .07 .07 .07 15.0000 | .07 .07 .07 .07 .07 15.2500 | .06 .06 .06 .06 .06 15.5000 | .06 .06 .06 .06 .06 15.7500 | .06 .06 .06 .05 .05 16.0000 | .05 .05 .05 .05 .05 16.2500 | .05 .05 .05 .05 .05 16.5000 | .05 .05 .05 .05 .05 16.7500 | .05 .05 .05 .05 .05 17.0000 | .05 .05 .05 .05 .05 17.2500 | .05 .05 .04 .04 .04 17.5000 | .04 .04 .04 .04 .04 17.7500 | .04 .04 .04 .04 .04 18.0000 | .04 .04 .04 .04 .04 18.2500 | .04 .04 .04 .04 .04 18.5000 | .04 .04 .04 .04 .04 18.7500 | .04 .04 .04 .04 .04 19.0000 | .04 .04 .03 .03 .03 19.2500 | .03 .03 .03 .03 .03 19.5000 | .03 .03 .03 .03 .03 19.7500 | .03 .03 .03 .03 .03 S/N: PondPack Ver: Compute Time: Date: Type.... Node: Pond Inflow Summary Page 14.09 Name.... POND 10 IN Event: 10 yr File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW Storm... TypeII 24hr Tag: Dev 10 HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 20.0000 | .03 .03 .03 .03 .03 20.2500 | .03 .03 .03 .03 .03 20.5000 | .03 .03 .03 .03 .03 20.7500 | .03 .03 .03 .03 .03 21.0000 | .03 .03 .03 .03 .03 21.2500 | .03 .03 .03 .03 .03 21.5000 | .03 .03 .03 .03 .03 21.7500 | .03 .03 .03 .03 .03 22.0000 | .03 .03 .03 .03 .03 22.2500 | .03 .03 .03 .03 .03 22.5000 | .03 .03 .03 .03 .03 22.7500 | .03 .03 .03 .03 .03 23.0000 | .03 .03 .03 .03 .03 23.2500 | .03 .03 .03 .03 .03 23.5000 | .03 .03 .03 .03 .03 23.7500 | .03 .03 .03 .03 .03 24.0000 | .02 .02 .00 .00 S/N: PondPack Ver: Compute Time: Date: Type.... Node: Pond Inflow Summary Page 14.10 Name.... POND 10 IN Event: 100 yr File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW Storm... TypeII 24hr Tag: Dev100 SUMMARY FOR HYDROGRAPH ADDITION at Node: POND 10 IN HYG Directory: H:\00758800\cwork\ ========================================================================== Upstream Link ID Upstream Node ID HYG file HYG ID HYG tag -------------------------------------------------------------------------- ADDLINK 10 WATERSHED work_pad.hyg WATERSHED Dev100 ========================================================================== INFLOWS TO: POND 10 IN ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag ac-ft hrs cfs -------------------------------------------------------------------------- work_pad.hyg WATERSHED Dev100 .257 11.9000 4.09 TOTAL FLOW INTO: POND 10 IN ---------------------------------------- Volume Peak Time Peak Flow HYG file HYG ID HYG tag ac-ft hrs cfs -------------------------------------------------------------------------- work_pad.hyg POND 10 IN Dev100 .257 11.9000 4.09 S/N: PondPack Ver: Compute Time: Date: Type.... Node: Pond Inflow Summary Page 14.11 Name.... POND 10 IN Event: 100 yr File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW Storm... TypeII 24hr Tag: Dev100 TOTAL NODE INFLOW... HYG file = H:\00758800\cwork\work_pad.hyg HYG ID = POND 10 IN HYG Tag = Dev100 ----------------------------------- Peak Discharge = 4.09 cfs Time to Peak = 11.9000 hrs HYG Volume = .257 ac-ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- .7000 | .00 .00 .00 .00 .00 .9500 | .01 .01 .01 .01 .01 1.2000 | .01 .01 .01 .01 .01 1.4500 | .01 .01 .02 .02 .02 1.7000 | .02 .02 .02 .02 .02 1.9500 | .02 .02 .02 .02 .02 2.2000 | .02 .02 .02 .02 .02 2.4500 | .03 .03 .03 .03 .03 2.7000 | .03 .03 .03 .03 .03 2.9500 | .03 .03 .03 .03 .03 3.2000 | .03 .03 .03 .03 .03 3.4500 | .03 .03 .03 .03 .03 3.7000 | .03 .03 .03 .04 .04 3.9500 | .04 .04 .04 .04 .04 4.2000 | .04 .04 .04 .04 .04 4.4500 | .04 .04 .04 .04 .04 4.7000 | .04 .04 .04 .04 .04 4.9500 | .04 .04 .04 .05 .05 5.2000 | .05 .05 .05 .05 .05 5.4500 | .05 .05 .05 .05 .05 5.7000 | .05 .05 .05 .05 .05 5.9500 | .05 .05 .05 .05 .05 6.2000 | .05 .05 .05 .05 .06 6.4500 | .06 .06 .06 .06 .06 6.7000 | .06 .06 .06 .06 .06 6.9500 | .06 .06 .06 .06 .06 7.2000 | .06 .06 .06 .06 .06 7.4500 | .06 .06 .06 .06 .06 7.7000 | .06 .07 .07 .07 .07 7.9500 | .07 .07 .07 .07 .07 8.2000 | .07 .07 .08 .08 .08 S/N: PondPack Ver: Compute Time: Date: Type.... Node: Pond Inflow Summary Page 14.12 Name.... POND 10 IN Event: 100 yr File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW Storm... TypeII 24hr Tag: Dev100 HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 8.4500 | .08 .08 .08 .08 .09 8.7000 | .09 .09 .09 .09 .09 8.9500 | .10 .10 .10 .10 .10 9.2000 | .10 .10 .10 .10 .10 9.4500 | .10 .10 .10 .10 .10 9.7000 | .11 .11 .11 .11 .12 9.9500 | .12 .12 .13 .13 .13 10.2000 | .14 .14 .14 .15 .15 10.4500 | .16 .16 .16 .17 .18 10.7000 | .18 .19 .19 .20 .21 10.9500 | .21 .22 .23 .24 .26 11.2000 | .27 .29 .30 .32 .33 11.4500 | .35 .36 .51 .70 1.03 11.7000 | 1.40 1.84 2.31 3.15 4.09 11.9500 | 3.83 3.25 2.19 1.00 .67 12.2000 | .57 .51 .48 .44 .40 12.4500 | .37 .33 .30 .28 .27 12.7000 | .26 .25 .24 .23 .22 12.9500 | .22 .21 .20 .19 .19 13.2000 | .18 .18 .18 .17 .17 13.4500 | .16 .16 .15 .15 .15 13.7000 | .14 .14 .14 .13 .13 13.9500 | .13 .12 .12 .12 .12 14.2000 | .12 .12 .11 .11 .11 14.4500 | .11 .11 .11 .11 .11 14.7000 | .11 .10 .10 .10 .10 14.9500 | .10 .10 .10 .10 .09 15.2000 | .09 .09 .09 .09 .09 15.4500 | .09 .09 .09 .08 .08 15.7000 | .08 .08 .08 .08 .08 15.9500 | .08 .08 .07 .07 .07 16.2000 | .07 .07 .07 .07 .07 16.4500 | .07 .07 .07 .07 .07 16.7000 | .07 .07 .07 .07 .07 16.9500 | .07 .07 .07 .07 .07 17.2000 | .06 .06 .06 .06 .06 17.4500 | .06 .06 .06 .06 .06 17.7000 | .06 .06 .06 .06 .06 17.9500 | .06 .06 .06 .06 .06 18.2000 | .06 .06 .06 .06 .06 18.4500 | .05 .05 .05 .05 .05 18.7000 | .05 .05 .05 .05 .05 18.9500 | .05 .05 .05 .05 .05 19.2000 | .05 .05 .05 .05 .05 19.4500 | .05 .05 .05 .05 .05 S/N: PondPack Ver: Compute Time: Date: Type.... Node: Pond Inflow Summary Page 14.13 Name.... POND 10 IN Event: 100 yr File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW Storm... TypeII 24hr Tag: Dev100 HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 19.7000 | .04 .04 .04 .04 .04 19.9500 | .04 .04 .04 .04 .04 20.2000 | .04 .04 .04 .04 .04 20.4500 | .04 .04 .04 .04 .04 20.7000 | .04 .04 .04 .04 .04 20.9500 | .04 .04 .04 .04 .04 21.2000 | .04 .04 .04 .04 .04 21.4500 | .04 .04 .04 .04 .04 21.7000 | .04 .04 .04 .04 .04 21.9500 | .04 .04 .04 .04 .04 22.2000 | .04 .04 .04 .04 .04 22.4500 | .04 .04 .04 .04 .04 22.7000 | .04 .04 .04 .04 .04 22.9500 | .04 .04 .04 .04 .04 23.2000 | .04 .04 .04 .04 .04 23.4500 | .04 .04 .04 .04 .04 23.7000 | .04 .04 .04 .04 .04 23.9500 | .04 .04 .02 .01 .00 24.2000 | .00 S/N: PondPack Ver: Compute Time: Date: Type.... Pond Routing Summary Page 14.14 Name.... POND 10 OUT Tag: Dev 2 Event: 2 yr File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW Storm... TypeII 24hr Tag: Dev 2 LEVEL POOL ROUTING SUMMARY HYG Dir = H:\00758800\cwork\ Inflow HYG file = work_pad.hyg - POND 10 IN Dev 2 Outflow HYG file = work_pad.hyg - POND 10 OUT Dev 2 Pond Node Data = POND 10 Pond Volume Data = POND 10 Pond Outlet Data = Outlet 1 No Infiltration INITIAL CONDITIONS ---------------------------------- Starting WS Elev = 137.00 ft Starting Volume = .000 ac-ft Starting Outflow = .00 cfs Starting Infiltr. = .00 cfs Starting Total Qout= .00 cfs Time Increment = .0500 hrs INFLOW/OUTFLOW HYDROGRAPH SUMMARY ===================================================== Peak Inflow = 1.89 cfs at 11.9000 hrs Peak Outflow = .11 cfs at 12.3000 hrs ----------------------------------------------------- Peak Elevation = 140.30 ft Peak Storage = .058 ac-ft ===================================================== MASS BALANCE (ac-ft) -------------------------- + Initial Vol = .000 + HYG Vol IN = .115 - Infiltration = .000 - HYG Vol OUT = .115 - Retained Vol = .000 ---------- Unrouted Vol = -.000 ac-ft (.054% of Inflow Volume) S/N: PondPack Ver: Compute Time: Date: Type.... Pond Routed HYG (total out) Page 14.15 Name.... POND 10 OUT Tag: Dev 2 Event: 2 yr File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW Storm... TypeII 24hr Tag: Dev 2 POND ROUTED TOTAL OUTFLOW HYG... HYG file = H:\00758800\cwork\work_pad.hyg HYG ID = POND 10 OUT HYG Tag = Dev 2 ----------------------------------- Peak Discharge = .11 cfs Time to Peak = 12.3000 hrs HYG Volume = .115 ac-ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 1.5000 | .00 .00 .00 .00 .00 1.7500 | .00 .00 .00 .00 .00 2.0000 | .00 .00 .00 .00 .00 2.2500 | .00 .00 .00 .00 .00 2.5000 | .00 .00 .00 .00 .00 2.7500 | .00 .00 .00 .00 .00 3.0000 | .00 .00 .00 .00 .00 3.2500 | .00 .00 .00 .01 .01 3.5000 | .01 .01 .01 .01 .01 3.7500 | .01 .01 .01 .01 .01 4.0000 | .01 .01 .01 .01 .01 4.2500 | .01 .01 .01 .01 .01 4.5000 | .01 .01 .01 .01 .01 4.7500 | .01 .01 .01 .01 .01 5.0000 | .01 .01 .01 .01 .01 5.2500 | .01 .01 .01 .01 .01 5.5000 | .01 .01 .01 .01 .01 5.7500 | .01 .01 .01 .01 .01 6.0000 | .02 .02 .02 .02 .02 6.2500 | .02 .02 .02 .02 .02 6.5000 | .02 .02 .02 .02 .02 6.7500 | .02 .02 .02 .02 .02 7.0000 | .02 .02 .02 .02 .02 7.2500 | .02 .02 .02 .02 .02 7.5000 | .02 .02 .02 .02 .02 7.7500 | .02 .02 .02 .02 .02 8.0000 | .02 .02 .02 .02 .02 8.2500 | .02 .02 .02 .03 .03 8.5000 | .03 .03 .03 .03 .03 8.7500 | .03 .03 .03 .03 .03 9.0000 | .03 .03 .03 .03 .03 S/N: PondPack Ver: Compute Time: Date: Type.... Pond Routed HYG (total out) Page 14.16 Name.... POND 10 OUT Tag: Dev 2 Event: 2 yr File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW Storm... TypeII 24hr Tag: Dev 2 HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 9.2500 | .03 .03 .03 .03 .03 9.5000 | .03 .03 .03 .03 .03 9.7500 | .03 .03 .04 .04 .04 10.0000 | .04 .04 .04 .04 .04 10.2500 | .04 .04 .04 .04 .04 10.5000 | .04 .04 .04 .04 .04 10.7500 | .04 .04 .05 .05 .05 11.0000 | .05 .05 .05 .05 .05 11.2500 | .05 .06 .06 .06 .06 11.5000 | .06 .06 .06 .07 .07 11.7500 | .07 .08 .09 .09 .10 12.0000 | .10 .11 .11 .11 .11 12.2500 | .11 .11 .11 .11 .11 12.5000 | .11 .11 .11 .11 .11 12.7500 | .11 .11 .11 .11 .11 13.0000 | .11 .11 .11 .11 .11 13.2500 | .11 .11 .11 .11 .11 13.5000 | .11 .11 .11 .11 .11 13.7500 | .11 .11 .11 .11 .11 14.0000 | .11 .11 .11 .11 .11 14.2500 | .11 .11 .11 .11 .11 14.5000 | .11 .11 .11 .11 .11 14.7500 | .11 .11 .11 .11 .11 15.0000 | .11 .11 .11 .11 .11 15.2500 | .11 .11 .11 .11 .11 15.5000 | .11 .11 .11 .10 .10 15.7500 | .10 .10 .10 .10 .10 16.0000 | .10 .10 .10 .10 .10 16.2500 | .10 .10 .10 .10 .10 16.5000 | .10 .10 .10 .10 .10 16.7500 | .10 .10 .10 .10 .10 17.0000 | .10 .10 .10 .10 .10 17.2500 | .10 .10 .10 .10 .10 17.5000 | .10 .10 .10 .10 .10 17.7500 | .10 .10 .10 .10 .09 18.0000 | .09 .09 .09 .09 .09 18.2500 | .09 .09 .09 .09 .09 18.5000 | .09 .09 .09 .09 .09 18.7500 | .09 .09 .09 .09 .09 19.0000 | .09 .09 .09 .09 .09 19.2500 | .09 .09 .09 .09 .09 19.5000 | .09 .09 .09 .09 .09 19.7500 | .08 .08 .08 .08 .08 20.0000 | .08 .08 .08 .08 .08 20.2500 | .08 .08 .08 .08 .08 S/N: PondPack Ver: Compute Time: Date: Type.... Pond Routed HYG (total out) Page 14.17 Name.... POND 10 OUT Tag: Dev 2 Event: 2 yr File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW Storm... TypeII 24hr Tag: Dev 2 HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 20.5000 | .08 .08 .08 .08 .08 20.7500 | .08 .08 .08 .08 .08 21.0000 | .08 .08 .07 .07 .07 21.2500 | .07 .07 .07 .07 .07 21.5000 | .07 .07 .07 .07 .07 21.7500 | .07 .07 .07 .07 .07 22.0000 | .07 .07 .07 .07 .07 22.2500 | .07 .06 .06 .06 .06 22.5000 | .06 .06 .06 .06 .06 22.7500 | .06 .06 .06 .06 .06 23.0000 | .06 .06 .06 .06 .06 23.2500 | .06 .06 .06 .06 .06 23.5000 | .05 .05 .05 .05 .05 23.7500 | .05 .05 .05 .05 .05 24.0000 | .05 .05 .05 .05 .04 24.2500 | .04 .04 .04 .04 .04 24.5000 | .04 .04 .04 .04 .04 24.7500 | .04 .04 .04 .03 .03 25.0000 | .03 .03 .03 .03 .03 25.2500 | .03 .03 .03 .02 .02 25.5000 | .02 .02 .02 .02 .02 25.7500 | .02 .02 .02 .02 .02 26.0000 | .01 .01 .01 .01 .01 26.2500 | .01 .01 .01 .01 .01 26.5000 | .01 .01 .01 .01 .01 26.7500 | .01 .01 .01 .01 .01 27.0000 | .01 .01 .01 .01 .01 27.2500 | .01 .00 .00 .00 .00 27.5000 | .00 .00 .00 .00 .00 27.7500 | .00 .00 .00 .00 S/N: PondPack Ver: Compute Time: Date: Type.... Pond Routing Summary Page 14.18 Name.... POND 10 OUT Tag: Dev 10 Event: 10 yr File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW Storm... TypeII 24hr Tag: Dev 10 LEVEL POOL ROUTING SUMMARY HYG Dir = H:\00758800\cwork\ Inflow HYG file = work_pad.hyg - POND 10 IN Dev 10 Outflow HYG file = work_pad.hyg - POND 10 OUT Dev 10 Pond Node Data = POND 10 Pond Volume Data = POND 10 Pond Outlet Data = Outlet 1 No Infiltration INITIAL CONDITIONS ---------------------------------- Starting WS Elev = 137.00 ft Starting Volume = .000 ac-ft Starting Outflow = .00 cfs Starting Infiltr. = .00 cfs Starting Total Qout= .00 cfs Time Increment = .0500 hrs INFLOW/OUTFLOW HYDROGRAPH SUMMARY ===================================================== Peak Inflow = 2.87 cfs at 11.9000 hrs Peak Outflow = .63 cfs at 12.1000 hrs ----------------------------------------------------- Peak Elevation = 140.97 ft Peak Storage = .082 ac-ft ===================================================== MASS BALANCE (ac-ft) -------------------------- + Initial Vol = .000 + HYG Vol IN = .178 - Infiltration = .000 - HYG Vol OUT = .177 - Retained Vol = .000 ---------- Unrouted Vol = -.000 ac-ft (.034% of Inflow Volume) S/N: PondPack Ver: Compute Time: Date: Type.... Pond Routed HYG (total out) Page 14.19 Name.... POND 10 OUT Tag: Dev 10 Event: 10 yr File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW Storm... TypeII 24hr Tag: Dev 10 POND ROUTED TOTAL OUTFLOW HYG... HYG file = H:\00758800\cwork\work_pad.hyg HYG ID = POND 10 OUT HYG Tag = Dev 10 ----------------------------------- Peak Discharge = .63 cfs Time to Peak = 12.1000 hrs HYG Volume = .177 ac-ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 1.0000 | .00 .00 .00 .00 .00 1.2500 | .00 .00 .00 .00 .00 1.5000 | .00 .00 .00 .00 .00 1.7500 | .00 .00 .00 .00 .00 2.0000 | .00 .00 .00 .00 .00 2.2500 | .01 .01 .01 .01 .01 2.5000 | .01 .01 .01 .01 .01 2.7500 | .01 .01 .01 .01 .01 3.0000 | .01 .01 .01 .01 .01 3.2500 | .01 .01 .01 .01 .01 3.5000 | .01 .01 .01 .01 .01 3.7500 | .01 .01 .01 .01 .02 4.0000 | .02 .02 .02 .02 .02 4.2500 | .02 .02 .02 .02 .02 4.5000 | .02 .02 .02 .02 .02 4.7500 | .02 .02 .02 .02 .02 5.0000 | .02 .02 .02 .02 .02 5.2500 | .02 .02 .02 .02 .02 5.5000 | .02 .02 .02 .03 .03 5.7500 | .03 .03 .03 .03 .03 6.0000 | .03 .03 .03 .03 .03 6.2500 | .03 .03 .03 .03 .03 6.5000 | .03 .03 .03 .03 .03 6.7500 | .03 .03 .03 .03 .03 7.0000 | .03 .03 .03 .03 .03 7.2500 | .03 .03 .03 .03 .03 7.5000 | .03 .03 .03 .03 .03 7.7500 | .04 .04 .04 .04 .04 8.0000 | .04 .04 .04 .04 .04 8.2500 | .04 .04 .04 .04 .04 8.5000 | .04 .04 .04 .04 .04 S/N: PondPack Ver: Compute Time: Date: Type.... Pond Routed HYG (total out) Page 14.20 Name.... POND 10 OUT Tag: Dev 10 Event: 10 yr File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW Storm... TypeII 24hr Tag: Dev 10 HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 8.7500 | .04 .04 .04 .04 .04 9.0000 | .04 .04 .04 .04 .04 9.2500 | .04 .05 .05 .05 .05 9.5000 | .05 .05 .05 .05 .05 9.7500 | .05 .05 .05 .05 .05 10.0000 | .05 .05 .05 .05 .05 10.2500 | .06 .06 .06 .06 .06 10.5000 | .06 .06 .06 .06 .06 10.7500 | .06 .06 .06 .06 .06 11.0000 | .06 .07 .07 .07 .07 11.2500 | .07 .07 .07 .07 .07 11.5000 | .07 .08 .08 .08 .09 11.7500 | .09 .10 .10 .11 .11 12.0000 | .21 .52 .63 .62 .59 12.2500 | .55 .51 .48 .44 .41 12.5000 | .38 .35 .32 .30 .28 12.7500 | .26 .24 .23 .22 .20 13.0000 | .19 .19 .18 .17 .16 13.2500 | .16 .15 .14 .14 .14 13.5000 | .13 .13 .12 .12 .12 13.7500 | .12 .12 .12 .12 .12 14.0000 | .12 .12 .12 .12 .12 14.2500 | .12 .12 .12 .12 .12 14.5000 | .12 .12 .12 .12 .12 14.7500 | .12 .12 .12 .12 .12 15.0000 | .12 .12 .12 .12 .12 15.2500 | .12 .12 .12 .12 .12 15.5000 | .12 .12 .12 .12 .12 15.7500 | .12 .12 .11 .11 .11 16.0000 | .11 .11 .11 .11 .11 16.2500 | .11 .11 .11 .11 .11 16.5000 | .11 .11 .11 .11 .11 16.7500 | .11 .11 .11 .11 .11 17.0000 | .11 .11 .11 .11 .11 17.2500 | .11 .11 .11 .11 .11 17.5000 | .11 .11 .11 .11 .11 17.7500 | .11 .11 .11 .11 .11 18.0000 | .11 .11 .11 .11 .11 18.2500 | .11 .11 .11 .11 .11 18.5000 | .11 .11 .11 .11 .11 18.7500 | .11 .11 .11 .11 .10 19.0000 | .10 .10 .10 .10 .10 19.2500 | .10 .10 .10 .10 .10 19.5000 | .10 .10 .10 .10 .10 19.7500 | .10 .10 .10 .10 .10 S/N: PondPack Ver: Compute Time: Date: Type.... Pond Routed HYG (total out) Page 14.21 Name.... POND 10 OUT Tag: Dev 10 Event: 10 yr File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW Storm... TypeII 24hr Tag: Dev 10 HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 20.0000 | .10 .10 .10 .10 .10 20.2500 | .10 .10 .10 .10 .10 20.5000 | .10 .10 .10 .10 .10 20.7500 | .10 .10 .10 .10 .10 21.0000 | .10 .10 .10 .09 .09 21.2500 | .09 .09 .09 .09 .09 21.5000 | .09 .09 .09 .09 .09 21.7500 | .09 .09 .09 .09 .09 22.0000 | .09 .09 .09 .09 .09 22.2500 | .09 .09 .09 .09 .09 22.5000 | .09 .09 .09 .09 .09 22.7500 | .09 .09 .09 .09 .09 23.0000 | .09 .08 .08 .08 .08 23.2500 | .08 .08 .08 .08 .08 23.5000 | .08 .08 .08 .08 .08 23.7500 | .08 .08 .08 .08 .08 24.0000 | .08 .08 .08 .08 .08 24.2500 | .08 .08 .08 .08 .07 24.5000 | .07 .07 .07 .07 .07 24.7500 | .07 .07 .07 .07 .07 25.0000 | .07 .07 .07 .07 .07 25.2500 | .07 .06 .06 .06 .06 25.5000 | .06 .06 .06 .06 .06 25.7500 | .06 .06 .06 .06 .06 26.0000 | .06 .06 .06 .05 .05 26.2500 | .05 .05 .05 .05 .05 26.5000 | .05 .05 .05 .05 .04 26.7500 | .04 .04 .04 .04 .04 27.0000 | .04 .04 .04 .04 .04 27.2500 | .04 .04 .03 .03 .03 27.5000 | .03 .03 .03 .03 .03 27.7500 | .03 .03 .02 .02 .02 28.0000 | .02 .02 .02 .02 .02 28.2500 | .02 .02 .02 .02 .01 28.5000 | .01 .01 .01 .01 .01 28.7500 | .01 .01 .01 .01 .01 29.0000 | .01 .01 .01 .01 .01 29.2500 | .01 .01 .01 .01 .01 29.5000 | .01 .01 .01 .01 .01 29.7500 | .00 .00 .00 .00 .00 30.0000 | .00 .00 .00 .00 .00 30.2500 | .00 .00 .00 .00 S/N: PondPack Ver: Compute Time: Date: Type.... Pond Routing Summary Page 14.22 Name.... POND 10 OUT Tag: Dev100 Event: 100 yr File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW Storm... TypeII 24hr Tag: Dev100 LEVEL POOL ROUTING SUMMARY HYG Dir = H:\00758800\cwork\ Inflow HYG file = work_pad.hyg - POND 10 IN Dev100 Outflow HYG file = work_pad.hyg - POND 10 OUT Dev100 Pond Node Data = POND 10 Pond Volume Data = POND 10 Pond Outlet Data = Outlet 1 No Infiltration INITIAL CONDITIONS ---------------------------------- Starting WS Elev = 137.00 ft Starting Volume = .000 ac-ft Starting Outflow = .00 cfs Starting Infiltr. = .00 cfs Starting Total Qout= .00 cfs Time Increment = .0500 hrs INFLOW/OUTFLOW HYDROGRAPH SUMMARY ===================================================== Peak Inflow = 4.09 cfs at 11.9000 hrs Peak Outflow = 1.45 cfs at 12.1000 hrs ----------------------------------------------------- Peak Elevation = 141.59 ft Peak Storage = .108 ac-ft ===================================================== MASS BALANCE (ac-ft) -------------------------- + Initial Vol = .000 + HYG Vol IN = .257 - Infiltration = .000 - HYG Vol OUT = .256 - Retained Vol = .000 ---------- Unrouted Vol = -.000 ac-ft (.024% of Inflow Volume) S/N: PondPack Ver: Compute Time: Date: Type.... Pond Routed HYG (total out) Page 14.23 Name.... POND 10 OUT Tag: Dev100 Event: 100 yr File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW Storm... TypeII 24hr Tag: Dev100 POND ROUTED TOTAL OUTFLOW HYG... HYG file = H:\00758800\cwork\work_pad.hyg HYG ID = POND 10 OUT HYG Tag = Dev100 ----------------------------------- Peak Discharge = 1.45 cfs Time to Peak = 12.1000 hrs HYG Volume = .256 ac-ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- .7000 | .00 .00 .00 .00 .00 .9500 | .00 .00 .00 .00 .00 1.2000 | .00 .00 .00 .00 .00 1.4500 | .00 .00 .00 .01 .01 1.7000 | .01 .01 .01 .01 .01 1.9500 | .01 .01 .01 .01 .01 2.2000 | .01 .01 .01 .01 .01 2.4500 | .01 .01 .01 .01 .02 2.7000 | .02 .02 .02 .02 .02 2.9500 | .02 .02 .02 .02 .02 3.2000 | .02 .02 .02 .02 .02 3.4500 | .02 .02 .02 .02 .02 3.7000 | .02 .03 .03 .03 .03 3.9500 | .03 .03 .03 .03 .03 4.2000 | .03 .03 .03 .03 .03 4.4500 | .03 .03 .03 .03 .03 4.7000 | .03 .03 .03 .03 .03 4.9500 | .03 .03 .03 .03 .03 5.2000 | .03 .03 .04 .04 .04 5.4500 | .04 .04 .04 .04 .04 5.7000 | .04 .04 .04 .04 .04 5.9500 | .04 .04 .04 .04 .04 6.2000 | .04 .04 .04 .04 .04 6.4500 | .04 .04 .04 .04 .04 6.7000 | .04 .04 .04 .04 .04 6.9500 | .04 .04 .04 .04 .04 7.2000 | .05 .05 .05 .05 .05 7.4500 | .05 .05 .05 .05 .05 7.7000 | .05 .05 .05 .05 .05 7.9500 | .05 .05 .05 .05 .05 8.2000 | .05 .05 .05 .05 .05 S/N: PondPack Ver: Compute Time: Date: Type.... Pond Routed HYG (total out) Page 14.24 Name.... POND 10 OUT Tag: Dev100 Event: 100 yr File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW Storm... TypeII 24hr Tag: Dev100 HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 8.4500 | .05 .05 .05 .06 .06 8.7000 | .06 .06 .06 .06 .06 8.9500 | .06 .06 .06 .06 .06 9.2000 | .06 .06 .06 .06 .06 9.4500 | .06 .06 .06 .06 .06 9.7000 | .06 .06 .06 .06 .07 9.9500 | .07 .07 .07 .07 .07 10.2000 | .07 .07 .07 .07 .07 10.4500 | .07 .07 .07 .07 .07 10.7000 | .07 .08 .08 .08 .08 10.9500 | .08 .08 .08 .08 .08 11.2000 | .08 .08 .09 .09 .09 11.4500 | .09 .09 .09 .09 .10 11.7000 | .10 .10 .11 .12 .51 11.9500 | 1.00 1.32 1.44 1.45 1.41 12.2000 | 1.33 1.23 1.14 1.06 .98 12.4500 | .90 .83 .77 .71 .64 12.7000 | .57 .51 .46 .42 .38 12.9500 | .35 .33 .30 .28 .27 13.2000 | .25 .24 .23 .22 .21 13.4500 | .20 .19 .19 .18 .17 13.7000 | .17 .16 .16 .15 .15 13.9500 | .15 .14 .14 .14 .13 14.2000 | .13 .13 .12 .12 .12 14.4500 | .12 .12 .12 .12 .12 14.7000 | .12 .12 .12 .12 .12 14.9500 | .12 .12 .12 .12 .12 15.2000 | .12 .12 .12 .12 .12 15.4500 | .12 .12 .12 .12 .12 15.7000 | .12 .12 .12 .12 .12 15.9500 | .12 .12 .12 .12 .12 16.2000 | .12 .12 .12 .12 .12 16.4500 | .12 .12 .12 .12 .12 16.7000 | .12 .12 .12 .12 .12 16.9500 | .12 .12 .12 .12 .12 17.2000 | .11 .11 .11 .11 .11 17.4500 | .11 .11 .11 .11 .11 17.7000 | .11 .11 .11 .11 .11 17.9500 | .11 .11 .11 .11 .11 18.2000 | .11 .11 .11 .11 .11 18.4500 | .11 .11 .11 .11 .11 18.7000 | .11 .11 .11 .11 .11 18.9500 | .11 .11 .11 .11 .11 19.2000 | .11 .11 .11 .11 .11 19.4500 | .11 .11 .11 .11 .11 S/N: PondPack Ver: Compute Time: Date: Type.... Pond Routed HYG (total out) Page 14.25 Name.... POND 10 OUT Tag: Dev100 Event: 100 yr File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW Storm... TypeII 24hr Tag: Dev100 HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 19.7000 | .11 .11 .11 .11 .11 19.9500 | .11 .11 .11 .11 .11 20.2000 | .11 .11 .11 .11 .11 20.4500 | .11 .11 .11 .11 .10 20.7000 | .10 .10 .10 .10 .10 20.9500 | .10 .10 .10 .10 .10 21.2000 | .10 .10 .10 .10 .10 21.4500 | .10 .10 .10 .10 .10 21.7000 | .10 .10 .10 .10 .10 21.9500 | .10 .10 .10 .10 .10 22.2000 | .10 .10 .10 .10 .10 22.4500 | .10 .10 .10 .10 .10 22.7000 | .10 .10 .10 .10 .10 22.9500 | .10 .10 .10 .10 .10 23.2000 | .09 .09 .09 .09 .09 23.4500 | .09 .09 .09 .09 .09 23.7000 | .09 .09 .09 .09 .09 23.9500 | .09 .09 .09 .09 .09 24.2000 | .09 .09 .09 .09 .09 24.4500 | .09 .09 .09 .09 .09 24.7000 | .09 .09 .09 .08 .08 24.9500 | .08 .08 .08 .08 .08 25.2000 | .08 .08 .08 .08 .08 25.4500 | .08 .08 .08 .08 .08 25.7000 | .08 .08 .08 .08 .07 25.9500 | .07 .07 .07 .07 .07 26.2000 | .07 .07 .07 .07 .07 26.4500 | .07 .07 .07 .07 .07 26.7000 | .07 .07 .06 .06 .06 26.9500 | .06 .06 .06 .06 .06 27.2000 | .06 .06 .06 .06 .06 27.4500 | .06 .06 .06 .05 .05 27.7000 | .05 .05 .05 .05 .05 27.9500 | .05 .05 .05 .05 .04 28.2000 | .04 .04 .04 .04 .04 28.4500 | .04 .04 .04 .04 .04 28.7000 | .04 .04 .03 .03 .03 28.9500 | .03 .03 .03 .03 .03 29.2000 | .03 .03 .02 .02 .02 29.4500 | .02 .02 .02 .02 .02 29.7000 | .02 .02 .02 .02 .01 29.9500 | .01 .01 .01 .01 .01 30.2000 | .01 .01 .01 .01 .01 30.4500 | .01 .01 .01 .01 .01 30.7000 | .01 .01 .01 .01 .01 S/N: PondPack Ver: Compute Time: Date: Type.... Pond Routed HYG (total out) Page 14.26 Name.... POND 10 OUT Tag: Dev100 Event: 100 yr File.... H:\00758800\cwork\NORTHAMPTON_POST.PPW Storm... TypeII 24hr Tag: Dev100 HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 30.9500 | .01 .01 .01 .01 .01 31.2000 | .01 .00 .00 .00 .00 31.4500 | .00 .00 .00 .00 .00 31.7000 | .00 .00 .00 .00 S/N: PondPack Ver: Compute Time: Date: Type.... Diverted Hydrograph Page 14.27 Name.... ROUTE 10 Event: 2 yr File.... H:\00758800\cwork\ Storm... TypeII 24hr Tag: Dev 2 DIVERTED HYDROGRAPH... HYG file = H:\00758800\cwork\work_pad.hyg HYG ID = ROUTE 10 HYG Tag = Dev 2 ----------------------------------- Peak Discharge = .11 cfs Time to Peak = 12.3000 hrs HYG Volume = .115 ac-ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 2.0500 | .00 .00 .00 .00 .00 2.3000 | .00 .00 .00 .00 .00 2.5500 | .00 .00 .00 .00 .00 2.8000 | .00 .00 .00 .00 .00 3.0500 | .00 .00 .00 .00 .00 3.3000 | .00 .00 .01 .01 .01 3.5500 | .01 .01 .01 .01 .01 3.8000 | .01 .01 .01 .01 .01 4.0500 | .01 .01 .01 .01 .01 4.3000 | .01 .01 .01 .01 .01 4.5500 | .01 .01 .01 .01 .01 4.8000 | .01 .01 .01 .01 .01 5.0500 | .01 .01 .01 .01 .01 5.3000 | .01 .01 .01 .01 .01 5.5500 | .01 .01 .01 .01 .01 5.8000 | .01 .01 .01 .01 .02 6.0500 | .02 .02 .02 .02 .02 6.3000 | .02 .02 .02 .02 .02 6.5500 | .02 .02 .02 .02 .02 6.8000 | .02 .02 .02 .02 .02 7.0500 | .02 .02 .02 .02 .02 7.3000 | .02 .02 .02 .02 .02 7.5500 | .02 .02 .02 .02 .02 7.8000 | .02 .02 .02 .02 .02 8.0500 | .02 .02 .02 .02 .02 8.3000 | .02 .02 .03 .03 .03 8.5500 | .03 .03 .03 .03 .03 8.8000 | .03 .03 .03 .03 .03 9.0500 | .03 .03 .03 .03 .03 9.3000 | .03 .03 .03 .03 .03 9.5500 | .03 .03 .03 .03 .03 S/N: PondPack Ver: Compute Time: Date: Type.... Diverted Hydrograph Page 14.28 Name.... ROUTE 10 Event: 2 yr File.... H:\00758800\cwork\ Storm... TypeII 24hr Tag: Dev 2 HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 9.8000 | .03 .04 .04 .04 .04 10.0500 | .04 .04 .04 .04 .04 10.3000 | .04 .04 .04 .04 .04 10.5500 | .04 .04 .04 .04 .04 10.8000 | .04 .05 .05 .05 .05 11.0500 | .05 .05 .05 .05 .05 11.3000 | .06 .06 .06 .06 .06 11.5500 | .06 .06 .07 .07 .07 11.8000 | .08 .09 .09 .10 .10 12.0500 | .11 .11 .11 .11 .11 12.3000 | .11 .11 .11 .11 .11 12.5500 | .11 .11 .11 .11 .11 12.8000 | .11 .11 .11 .11 .11 13.0500 | .11 .11 .11 .11 .11 13.3000 | .11 .11 .11 .11 .11 13.5500 | .11 .11 .11 .11 .11 13.8000 | .11 .11 .11 .11 .11 14.0500 | .11 .11 .11 .11 .11 14.3000 | .11 .11 .11 .11 .11 14.5500 | .11 .11 .11 .11 .11 14.8000 | .11 .11 .11 .11 .11 15.0500 | .11 .11 .11 .11 .11 15.3000 | .11 .11 .11 .11 .11 15.5500 | .11 .11 .10 .10 .10 15.8000 | .10 .10 .10 .10 .10 16.0500 | .10 .10 .10 .10 .10 16.3000 | .10 .10 .10 .10 .10 16.5500 | .10 .10 .10 .10 .10 16.8000 | .10 .10 .10 .10 .10 17.0500 | .10 .10 .10 .10 .10 17.3000 | .10 .10 .10 .10 .10 17.5500 | .10 .10 .10 .10 .10 17.8000 | .10 .10 .10 .09 .09 18.0500 | .09 .09 .09 .09 .09 18.3000 | .09 .09 .09 .09 .09 18.5500 | .09 .09 .09 .09 .09 18.8000 | .09 .09 .09 .09 .09 19.0500 | .09 .09 .09 .09 .09 19.3000 | .09 .09 .09 .09 .09 19.5500 | .09 .09 .09 .09 .08 19.8000 | .08 .08 .08 .08 .08 20.0500 | .08 .08 .08 .08 .08 20.3000 | .08 .08 .08 .08 .08 20.5500 | .08 .08 .08 .08 .08 20.8000 | .08 .08 .08 .08 .08 S/N: PondPack Ver: Compute Time: Date: Type.... Diverted Hydrograph Page 14.29 Name.... ROUTE 10 Event: 2 yr File.... H:\00758800\cwork\ Storm... TypeII 24hr Tag: Dev 2 HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 21.0500 | .08 .07 .07 .07 .07 21.3000 | .07 .07 .07 .07 .07 21.5500 | .07 .07 .07 .07 .07 21.8000 | .07 .07 .07 .07 .07 22.0500 | .07 .07 .07 .07 .07 22.3000 | .06 .06 .06 .06 .06 22.5500 | .06 .06 .06 .06 .06 22.8000 | .06 .06 .06 .06 .06 23.0500 | .06 .06 .06 .06 .06 23.3000 | .06 .06 .06 .06 .05 23.5500 | .05 .05 .05 .05 .05 23.8000 | .05 .05 .05 .05 .05 24.0500 | .05 .05 .05 .04 .04 24.3000 | .04 .04 .04 .04 .04 24.5500 | .04 .04 .04 .04 .04 24.8000 | .04 .04 .03 .03 .03 25.0500 | .03 .03 .03 .03 .03 25.3000 | .03 .03 .02 .02 .02 25.5500 | .02 .02 .02 .02 .02 25.8000 | .02 .02 .02 .02 .01 26.0500 | .01 .01 .01 .01 .01 26.3000 | .01 .01 .01 .01 .01 26.5500 | .01 .01 .01 .01 .01 26.8000 | .01 .01 .01 .01 .01 27.0500 | .01 .01 .01 .01 .01 27.3000 | .00 .00 .00 .00 .00 27.5500 | .00 .00 .00 .00 .00 27.8000 | .00 .00 .00 S/N: PondPack Ver: Compute Time: Date: Type.... Diverted Hydrograph Page 14.30 Name.... ROUTE 10 Event: 10 yr File.... H:\00758800\cwork\ Storm... TypeII 24hr Tag: Dev 10 DIVERTED HYDROGRAPH... HYG file = H:\00758800\cwork\work_pad.hyg HYG ID = ROUTE 10 HYG Tag = Dev 10 ----------------------------------- Peak Discharge = .63 cfs Time to Peak = 12.1000 hrs HYG Volume = .177 ac-ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 1.4000 | .00 .00 .00 .00 .00 1.6500 | .00 .00 .00 .00 .00 1.9000 | .00 .00 .00 .00 .00 2.1500 | .00 .00 .01 .01 .01 2.4000 | .01 .01 .01 .01 .01 2.6500 | .01 .01 .01 .01 .01 2.9000 | .01 .01 .01 .01 .01 3.1500 | .01 .01 .01 .01 .01 3.4000 | .01 .01 .01 .01 .01 3.6500 | .01 .01 .01 .01 .01 3.9000 | .01 .02 .02 .02 .02 4.1500 | .02 .02 .02 .02 .02 4.4000 | .02 .02 .02 .02 .02 4.6500 | .02 .02 .02 .02 .02 4.9000 | .02 .02 .02 .02 .02 5.1500 | .02 .02 .02 .02 .02 5.4000 | .02 .02 .02 .02 .02 5.6500 | .03 .03 .03 .03 .03 5.9000 | .03 .03 .03 .03 .03 6.1500 | .03 .03 .03 .03 .03 6.4000 | .03 .03 .03 .03 .03 6.6500 | .03 .03 .03 .03 .03 6.9000 | .03 .03 .03 .03 .03 7.1500 | .03 .03 .03 .03 .03 7.4000 | .03 .03 .03 .03 .03 7.6500 | .03 .03 .04 .04 .04 7.9000 | .04 .04 .04 .04 .04 8.1500 | .04 .04 .04 .04 .04 8.4000 | .04 .04 .04 .04 .04 8.6500 | .04 .04 .04 .04 .04 8.9000 | .04 .04 .04 .04 .04 S/N: PondPack Ver: Compute Time: Date: Type.... Diverted Hydrograph Page 14.31 Name.... ROUTE 10 Event: 10 yr File.... H:\00758800\cwork\ Storm... TypeII 24hr Tag: Dev 10 HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 9.1500 | .04 .04 .04 .05 .05 9.4000 | .05 .05 .05 .05 .05 9.6500 | .05 .05 .05 .05 .05 9.9000 | .05 .05 .05 .05 .05 10.1500 | .05 .05 .06 .06 .06 10.4000 | .06 .06 .06 .06 .06 10.6500 | .06 .06 .06 .06 .06 10.9000 | .06 .06 .06 .07 .07 11.1500 | .07 .07 .07 .07 .07 11.4000 | .07 .07 .07 .08 .08 11.6500 | .08 .09 .09 .10 .10 11.9000 | .11 .11 .21 .52 .63 12.1500 | .62 .59 .55 .51 .48 12.4000 | .44 .41 .38 .35 .32 12.6500 | .30 .28 .26 .24 .23 12.9000 | .22 .20 .19 .19 .18 13.1500 | .17 .16 .16 .15 .14 13.4000 | .14 .14 .13 .13 .12 13.6500 | .12 .12 .12 .12 .12 13.9000 | .12 .12 .12 .12 .12 14.1500 | .12 .12 .12 .12 .12 14.4000 | .12 .12 .12 .12 .12 14.6500 | .12 .12 .12 .12 .12 14.9000 | .12 .12 .12 .12 .12 15.1500 | .12 .12 .12 .12 .12 15.4000 | .12 .12 .12 .12 .12 15.6500 | .12 .12 .12 .12 .11 15.9000 | .11 .11 .11 .11 .11 16.1500 | .11 .11 .11 .11 .11 16.4000 | .11 .11 .11 .11 .11 16.6500 | .11 .11 .11 .11 .11 16.9000 | .11 .11 .11 .11 .11 17.1500 | .11 .11 .11 .11 .11 17.4000 | .11 .11 .11 .11 .11 17.6500 | .11 .11 .11 .11 .11 17.9000 | .11 .11 .11 .11 .11 18.1500 | .11 .11 .11 .11 .11 18.4000 | .11 .11 .11 .11 .11 18.6500 | .11 .11 .11 .11 .11 18.9000 | .11 .10 .10 .10 .10 19.1500 | .10 .10 .10 .10 .10 19.4000 | .10 .10 .10 .10 .10 19.6500 | .10 .10 .10 .10 .10 19.9000 | .10 .10 .10 .10 .10 20.1500 | .10 .10 .10 .10 .10 S/N: PondPack Ver: Compute Time: Date: Type.... Diverted Hydrograph Page 14.32 Name.... ROUTE 10 Event: 10 yr File.... H:\00758800\cwork\ Storm... TypeII 24hr Tag: Dev 10 HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 20.4000 | .10 .10 .10 .10 .10 20.6500 | .10 .10 .10 .10 .10 20.9000 | .10 .10 .10 .10 .10 21.1500 | .09 .09 .09 .09 .09 21.4000 | .09 .09 .09 .09 .09 21.6500 | .09 .09 .09 .09 .09 21.9000 | .09 .09 .09 .09 .09 22.1500 | .09 .09 .09 .09 .09 22.4000 | .09 .09 .09 .09 .09 22.6500 | .09 .09 .09 .09 .09 22.9000 | .09 .09 .09 .08 .08 23.1500 | .08 .08 .08 .08 .08 23.4000 | .08 .08 .08 .08 .08 23.6500 | .08 .08 .08 .08 .08 23.9000 | .08 .08 .08 .08 .08 24.1500 | .08 .08 .08 .08 .08 24.4000 | .08 .07 .07 .07 .07 24.6500 | .07 .07 .07 .07 .07 24.9000 | .07 .07 .07 .07 .07 25.1500 | .07 .07 .07 .06 .06 25.4000 | .06 .06 .06 .06 .06 25.6500 | .06 .06 .06 .06 .06 25.9000 | .06 .06 .06 .06 .06 26.1500 | .05 .05 .05 .05 .05 26.4000 | .05 .05 .05 .05 .05 26.6500 | .05 .04 .04 .04 .04 26.9000 | .04 .04 .04 .04 .04 27.1500 | .04 .04 .04 .04 .03 27.4000 | .03 .03 .03 .03 .03 27.6500 | .03 .03 .03 .03 .02 27.9000 | .02 .02 .02 .02 .02 28.1500 | .02 .02 .02 .02 .02 28.4000 | .02 .01 .01 .01 .01 28.6500 | .01 .01 .01 .01 .01 28.9000 | .01 .01 .01 .01 .01 29.1500 | .01 .01 .01 .01 .01 29.4000 | .01 .01 .01 .01 .01 29.6500 | .01 .01 .00 .00 .00 29.9000 | .00 .00 .00 .00 .00 30.1500 | .00 .00 .00 .00 .00 30.4000 | .00 S/N: PondPack Ver: Compute Time: Date: Type.... Diverted Hydrograph Page 14.33 Name.... ROUTE 10 Event: 100 yr File.... H:\00758800\cwork\ Storm... TypeII 24hr Tag: Dev100 DIVERTED HYDROGRAPH... HYG file = H:\00758800\cwork\work_pad.hyg HYG ID = ROUTE 10 HYG Tag = Dev100 ----------------------------------- Peak Discharge = 1.45 cfs Time to Peak = 12.1000 hrs HYG Volume = .256 ac-ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 1.0000 | .00 .00 .00 .00 .00 1.2500 | .00 .00 .00 .00 .00 1.5000 | .00 .00 .01 .01 .01 1.7500 | .01 .01 .01 .01 .01 2.0000 | .01 .01 .01 .01 .01 2.2500 | .01 .01 .01 .01 .01 2.5000 | .01 .01 .01 .02 .02 2.7500 | .02 .02 .02 .02 .02 3.0000 | .02 .02 .02 .02 .02 3.2500 | .02 .02 .02 .02 .02 3.5000 | .02 .02 .02 .02 .02 3.7500 | .03 .03 .03 .03 .03 4.0000 | .03 .03 .03 .03 .03 4.2500 | .03 .03 .03 .03 .03 4.5000 | .03 .03 .03 .03 .03 4.7500 | .03 .03 .03 .03 .03 5.0000 | .03 .03 .03 .03 .03 5.2500 | .03 .04 .04 .04 .04 5.5000 | .04 .04 .04 .04 .04 5.7500 | .04 .04 .04 .04 .04 6.0000 | .04 .04 .04 .04 .04 6.2500 | .04 .04 .04 .04 .04 6.5000 | .04 .04 .04 .04 .04 6.7500 | .04 .04 .04 .04 .04 7.0000 | .04 .04 .04 .04 .05 7.2500 | .05 .05 .05 .05 .05 7.5000 | .05 .05 .05 .05 .05 7.7500 | .05 .05 .05 .05 .05 8.0000 | .05 .05 .05 .05 .05 8.2500 | .05 .05 .05 .05 .05 8.5000 | .05 .05 .06 .06 .06 S/N: PondPack Ver: Compute Time: Date: Type.... Diverted Hydrograph Page 14.34 Name.... ROUTE 10 Event: 100 yr File.... H:\00758800\cwork\ Storm... TypeII 24hr Tag: Dev100 HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 8.7500 | .06 .06 .06 .06 .06 9.0000 | .06 .06 .06 .06 .06 9.2500 | .06 .06 .06 .06 .06 9.5000 | .06 .06 .06 .06 .06 9.7500 | .06 .06 .06 .07 .07 10.0000 | .07 .07 .07 .07 .07 10.2500 | .07 .07 .07 .07 .07 10.5000 | .07 .07 .07 .07 .07 10.7500 | .08 .08 .08 .08 .08 11.0000 | .08 .08 .08 .08 .08 11.2500 | .08 .09 .09 .09 .09 11.5000 | .09 .09 .09 .10 .10 11.7500 | .10 .11 .12 .51 1.00 12.0000 | 1.32 1.44 1.45 1.41 1.33 12.2500 | 1.23 1.14 1.06 .98 .90 12.5000 | .83 .77 .71 .64 .57 12.7500 | .51 .46 .42 .38 .35 13.0000 | .33 .30 .28 .27 .25 13.2500 | .24 .23 .22 .21 .20 13.5000 | .19 .19 .18 .17 .17 13.7500 | .16 .16 .15 .15 .15 14.0000 | .14 .14 .14 .13 .13 14.2500 | .13 .12 .12 .12 .12 14.5000 | .12 .12 .12 .12 .12 14.7500 | .12 .12 .12 .12 .12 15.0000 | .12 .12 .12 .12 .12 15.2500 | .12 .12 .12 .12 .12 15.5000 | .12 .12 .12 .12 .12 15.7500 | .12 .12 .12 .12 .12 16.0000 | .12 .12 .12 .12 .12 16.2500 | .12 .12 .12 .12 .12 16.5000 | .12 .12 .12 .12 .12 16.7500 | .12 .12 .12 .12 .12 17.0000 | .12 .12 .12 .12 .11 17.2500 | .11 .11 .11 .11 .11 17.5000 | .11 .11 .11 .11 .11 17.7500 | .11 .11 .11 .11 .11 18.0000 | .11 .11 .11 .11 .11 18.2500 | .11 .11 .11 .11 .11 18.5000 | .11 .11 .11 .11 .11 18.7500 | .11 .11 .11 .11 .11 19.0000 | .11 .11 .11 .11 .11 19.2500 | .11 .11 .11 .11 .11 19.5000 | .11 .11 .11 .11 .11 19.7500 | .11 .11 .11 .11 .11 S/N: PondPack Ver: Compute Time: Date: Type.... Diverted Hydrograph Page 14.35 Name.... ROUTE 10 Event: 100 yr File.... H:\00758800\cwork\ Storm... TypeII 24hr Tag: Dev100 HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 20.0000 | .11 .11 .11 .11 .11 20.2500 | .11 .11 .11 .11 .11 20.5000 | .11 .11 .11 .10 .10 20.7500 | .10 .10 .10 .10 .10 21.0000 | .10 .10 .10 .10 .10 21.2500 | .10 .10 .10 .10 .10 21.5000 | .10 .10 .10 .10 .10 21.7500 | .10 .10 .10 .10 .10 22.0000 | .10 .10 .10 .10 .10 22.2500 | .10 .10 .10 .10 .10 22.5000 | .10 .10 .10 .10 .10 22.7500 | .10 .10 .10 .10 .10 23.0000 | .10 .10 .10 .10 .09 23.2500 | .09 .09 .09 .09 .09 23.5000 | .09 .09 .09 .09 .09 23.7500 | .09 .09 .09 .09 .09 24.0000 | .09 .09 .09 .09 .09 24.2500 | .09 .09 .09 .09 .09 24.5000 | .09 .09 .09 .09 .09 24.7500 | .09 .09 .08 .08 .08 25.0000 | .08 .08 .08 .08 .08 25.2500 | .08 .08 .08 .08 .08 25.5000 | .08 .08 .08 .08 .08 25.7500 | .08 .08 .08 .07 .07 26.0000 | .07 .07 .07 .07 .07 26.2500 | .07 .07 .07 .07 .07 26.5000 | .07 .07 .07 .07 .07 26.7500 | .07 .06 .06 .06 .06 27.0000 | .06 .06 .06 .06 .06 27.2500 | .06 .06 .06 .06 .06 27.5000 | .06 .06 .05 .05 .05 27.7500 | .05 .05 .05 .05 .05 28.0000 | .05 .05 .05 .04 .04 28.2500 | .04 .04 .04 .04 .04 28.5000 | .04 .04 .04 .04 .04 28.7500 | .04 .03 .03 .03 .03 29.0000 | .03 .03 .03 .03 .03 29.2500 | .03 .02 .02 .02 .02 29.5000 | .02 .02 .02 .02 .02 29.7500 | .02 .02 .02 .01 .01 30.0000 | .01 .01 .01 .01 .01 30.2500 | .01 .01 .01 .01 .01 30.5000 | .01 .01 .01 .01 .01 30.7500 | .01 .01 .01 .01 .01 31.0000 | .01 .01 .01 .01 .01 S/N: PondPack Ver: Compute Time: Date: Type.... Diverted Hydrograph Page 14.36 Name.... ROUTE 10 Event: 100 yr File.... H:\00758800\cwork\ Storm... TypeII 24hr Tag: Dev100 HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .0500 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 31.2500 | .00 .00 .00 .00 .00 31.5000 | .00 .00 .00 .00 .00 31.7500 | .00 .00 .00 S/N: PondPack Ver: Compute Time: Date: Appendix A A-1 Index of Starting Page Numbers for ID Names ----- N ----- Northampton, Mas... 4.01, 4.02 ----- O ----- OUT 20 Dev 2... 9.01, 9.05, 9.09 Outlet 1... 13.01, 13.05, 13.11 ----- P ----- POND 10... 12.01, 14.01 POND 10 IN Dev 2... 14.02, 14.06, 14.10 POND 10 OUT Dev 2... 10.01, 11.01, 14.14, 14.15, 10.04, 11.04, 14.18, 14.19, 10.07, 11.07, 14.22, 14.23 ----- R ----- ROUTE 10 Dev 2... 14.27, 14.30, 14.33 ----- T ----- TypeII 24hr Dev 2... 5.01, 5.03, 5.05, 5.07, 5.09, 5.11 ----- W ----- WARNING... 1.01 Watershed... 2.01, 6.01, 7.01, 3.01, 3.02, 8.03, 8.04, 3.03, 3.04, 8.07, 8.08, 3.05, 3.06, 3.07, 8.11, 8.12 S/N: PondPack Ver: Compute Time: Date: