Loading...
HomeMy WebLinkAboutTract 16482 Emergency Spillway Project Description Solve For Headwater Elevation input D ata Discharge 23.10 ft /s Crest Elevation 50.20 ft Tailwater Elevation 49.04 ft Crest Surface Type Paved Crest Breadth 4.00 ft Crest Length 40.00 ft Results Headwater Elevation 50.53 ft Headwater Height Above Crest 0.33 ft Tailwater Height Above Crest -1.16 ft Weir Coefficient 2.98 US Submergence Factor 1.00 Adjusted Weir Coefficient 2.98 US Flow Area 13.38 ft' Velocity 1.73 ft/s Wetted Perimeter 40.67 ft Top Width 40.00 ft Messages Notes 01000 = 1.35X0100_ Since 0100 =17 14cfs, therefore, 01000= 1.35x17.14 cfs =2320 cfs Spillway = 40feet by 1.33feet Freeboard = 1 foot Bentley Systems, Inc. Haestad Methods Solution Center FlowMaster [08.01.058.001 4/3/2006 3:32:41 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1 -203- 755 -1666 Page 1 of 1 Worksheet for WBS1 Project Description Solve For Discharge input Data - Headwater Elevation 44.55 ft Crest Elevation 44.30 ft Tailwater Elevation 43.61 ft Crest Surface Type Paved Crest Breadth 0.01 ft Crest Length 1.00 ft Results Discharge 0.39 ft /s Headwater Height Above Crest 0.25 ft Tailwater Height Above Crest -0.69 ft Weir Coefficient 3.09 US Submergence Factor 1.00 Adjusted Weir Coefficient 3.09 US Flow Area 0.25 ft Velocity 1.54 ft/s Wetted Perimeter 1.50 ft Top Width 1 -00 ft Messages Notes Size of Slots: 12" x 6" Q =0.39 cfs - Oulet Flow from Slot Bentley Systems, Inc. Haestad Methods Solution Center FlowMaster [08.01.058.00] 4/3/2006 2:08:25 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1 -203 -755 -1666 Page 1 of 1 Worksheet for WBS2 Project- De Solve For Discharge Input Data:' Headwater Elevation 44.80 ft Crest Elevation 44.30 ft Tailwater Elevation 43.61 ft Crest Surface Type Paved Crest Breadth 0.01 ft Crest Length 1.00 ft Resuits:_ Discharge 1.09 ft' /s Headwater Height Above Crest 0.50 ft Tailwater Height Above Crest -0.69 ft Weir Coefficient 3.09 US Submergence Factor 1.00 ',dj,;sted Weir Coefficient 3.09 US Flow Area 0.50 ftz Velocity 2.18 ft/s Wetted Perimeter 2.00 ft Top Width 1.00 ft Messages - .. Notes Size of Slots: 12"x6" Q =1.09 cfs - Outlet Flow from Slot Bentley Systems, Inc. Haestad Methods Solution Center FlowMaster [08.01.058.00] 4/3/2006 2:08:29 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1- 203 -755 -1666 Page 1 of 1 Worksheet for iirBS3 Project,Descnptjon Solve For Discharge Iriptt Data Headwater Elevation 45.00 ft Crest Elevation 44.30 ft Tailwater Elevation 43.61 ft Crest Surface Type Paved Crest Breadth 0.01 ft Crest Length 1.00 ft Results Discharge 1.81 ftals Headwater Height Above Crest 0.70 ft Tailwater Height Above Crest -0.69 ft Weir Coefficient 3.09 US Submergence Factor 1.00 Adjusted Weir Coefficient 3.09 US Flow Area 0.70 ft Velocity 2.58 ft/s Wetted Perimeter 2.40 ft Top Width 1.00 ft Messages Notes Size of Slots: 12 "x6" 0 =1.81 cfs - Outlet Flow from Slot Bentley Systems, Inc. Haestad Methods Solution Center FlowMaster [08.01.058.00] 4/312006 2:08:33 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1- 203 - 755 -1666 Page 1 of 1 Worksheet for OBS1 .Project Description Solve For Discharge Input Data Headwater Elevation 46.00 ft Centroid Elevation 44.55 ft Tailwater Elevation 43.61 ft Discharge Coefficient 0.67 Opening Width 1.00 ft Opening Height 0.50 ft Results Discharge 3.24 ft'!s Headwater Height Above Centroid 1.45 ft Tailwater Height Above Centroid -0.94 ft Flow Area 0.50 ft Velocity 6.47 fUs Messages _ Notes Size of Slot: 12"x6" Bentley Systems, Inc_ Haestad Methods Solution Center FlowMaster [08.01.058.001 4/3/2006 2:07:37 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1 -203- 755 -1666 Page 1 of 1 Worksheet for OBS2 9 Description Solve For Discharge Input Data Headwater Elevation 47.00 ( ft Centroid Elevation 44.55 ft Taifwater Elevation 43.61 ft Discharge Coefficient 0.67 Opening Width 1.00 ft Opening Height 0.50 ft Results: Discharge 4.21 ft /s Headwater Height Above Centroid 2.45 ft Taifwater Height Above Centroid -0.94 ft Flow Area 0.50 ft' Velocity 8.41 fUs Messages Notes Size of Slot: 12 "x6" Bentley Systems, Inc. Haestad Methods Solution Center 4/3/2006 2:07:34 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1.203- 755 -1666 FlowMaster [08.01.058.00) 1 Page 1 of t Worksheet for OBS3 Pro ect Description Solve For Discharge input Data _ Headwater Elevation 47.33 ft Centroid Elevation 44.55 ft Tailwater Elevation 43.61 ft Discharge Coefficient 0.67 Opening Width 1 -00 ft Opening Height 0.50 ft Results. - Discharge 4.48 ft /s Headwater Height Above Centroid 2.78 ft Tailwater Height Above Centroid -0.94 ft Flow Area 0.50 ft Velocity 8.96 ft/s Message Notes Size of Slot: 12"x6" Bentley Systems, inc. Haestad Methods Solution Center FlowMaster [ 08.01- OS8.00 4/3/2006 2:07:47 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1- 203 - 755 -1666 Page 1 of 1 Worksheet for OBS4 Solve For Discharge Ittput:Data . - - Headwater Elevation 48 -00 ft Centroid Elevation 44.55 ft Tailwater Elevation 43.61 ft Discharge Coefficient 0 -67 Opening Width 1 -00 ft Opening Height 0.50 ft ;Resutts , : . Discharge 4.99 ft Headwater Height Above Centroid 3.45 ft Tailwater Height Above Centroid -0.94 ft Flow Area 0.50 ft Velocity 9.98 ft/s Messages , - . . Notes Size of Slot: 12"x6" Bentley Systems, Inc_ Haestad Methods Solution Center FlowMaster [08.01.058.001 4/312006 2 :07:52 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1.203- 755 -1666 Page 1 of 1 Worksheet for OBS5 'ojeet Descrtptloa Solve For Discharge Input Data` Headwater Elevation 49.25 ft Centroid Elevation 44.55 ft Tailwater Elevation 43.61 ft Discharge Coefficient 0.67 Opening Width 1.00 ft Opening Height 0.50 ft Discharge 5.83 ft /s Headwater Height Above Centroid 4 -70 ft Tailwater Height Above Centroid -0.94 ft Flow Area 0.50 ft Velocity 11.65 ft/s Mess Notes Size of Slot: 12'x6" Bentley Systems, Inc. Haestad Methods Solution Center FlowMaster [08.01.058.00] 4/3/2006 2:07:56 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1- 203 -755 -1666 Page 1 of 1 Worksheet for 00S6 PE:0)9bl tJescription Solve For Discharge lnputData - -=, Headwater Elevation 49.75 ft Centroid Elevation 44.55 ft Tailwater Elevation 43.61 ft Discharge Coefficient 0.67 Opening Width 1.00 ft Opening Height 0.50 ft Results . - • Discharge 6.13 ft Headwater Height Above Centroid 520 ft Tailwater Height Above Centroid -0.94 ft Flow Area 0.50 ft Velocity 12.26 fUs Messages Notes Size of Slot: 12"x6" Bentley Systems, Inc. Haestad Methods Solution Center FlowMaster [08.01.058.001 4/312006 2:07:59 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 1 Worksheet for OBS6A -Sharp Crest Weir P o ectDescrllor :: - - _ Solve For Discharge triput Data Headwater Elevation 49.75 ft Crest Elevation 4915 ft Tailwater Elevation 43.61 ft Weir Coefficient 3.09 US Crest Length 3.14 if Number Of Contractions 0 Results,, - - - Discharge 3.43 ft /s Headwater Height Above Crest 0.50 ft Tailwater Height Above Crest -5.64 ft Flow Area 1.57 ft Velocity 2.18 fUs Wetted Perimeter 4.14 ft Top Width 3.14 ft Me Notes Size of Slot :12 "x6" Weir Length = Cir. of Riser Bentley Systems, Inc. Haestad Methods Solution Center FlowMaster [08.01.058.001 4/3/2006 2:08:15 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1 -203- 755 -1666 Page 1 of 1 Worksheet for OBS7 Project Description Solve For Discharge Iriput Data Headwater Elevation 50.00 ft Centroid Elevation 44.55 ft Tailwater Elevation 43 -61 ft Discharge Coefficient 0 -67 Opening Width 1.00 ft Opening Height 0.50 if Results Discharge 6.27 ft /s Headwater Height Above Centroid 5.45 ft Tailwater Height Above Centroid -0.94 ft Flow Area 0.50 ft Velocity 12.55 fUs Messages Notes Size of Slot: 12 "x6" Bentley Systems, Inc. Haestad Methods Solution Center FlowMaster [08.01.058.00J 4/3/2006 2:08:03 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1_203- 755 -1666 Page 1 of 1 Worksheet for OBS7A -Sharp Crest Weir Frpject Description '... . Solve For Discharge Input Data • Headwater Elevation 50.00 ft Crest Elevation 49.25 ft Tailwater Elevation 43.61 ft Weir Coefficient 3.09 US Crest Length 3.14 ft Number Of Contractions 0 Results Discharge 6.30 fta /s Headwater Height Above Crest 0.75 ft Tailwater Height Above Crest -5.64 ft Flow Area 2.36 ft Velocity 2.68 Ws Wetted Perimeter 4.64 ft Top Width 3.14 ft Messages Notes Size of SIot:12 "x6" Weir Length = Cir. of Riser Bentley Systems, Inc. Haestad Methods Solution Center FlowMaster [08.01.058.00] 4/3/2006 2:08:18 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1- 203 -755 -1666 Page 1 of 1 Worksheet for OBS8 Project_©escription : - Solve For Discharge Irtpuf - Data Headwater Elevation 50.20 ft Centroid Elevation 44.55 ft Tailwater Elevation 43.61 ft Discharge Coefficient 0.67 Opening Width 1 -00 ft Opening Height 0.50 ft Results Discharge 6.39 ft Headwater Height Above Centroid 5.65 It Tailwater Height Above Centroid -0.94 ft Flow Area 0.50 IV Velocity 12.78 ft/s Messages . Notes Size of Slot: 12 "x6" Bentley Systems, Inc. Haestad Methods Solution Center FlowMaster [08.01.058.00] 4/3/2006 2:08:06 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1- 203 - 755 -1666 Page 1 of 1 Worksheet for OBS8A -Sharp Crest Weir Project ©escnption . Solve For Discharge Input _Data Headwater Elevation 50.20 ft Crest Elevation 49.25 ft Tailwater Elevation 43.61 ft Weir Coefficient 3.09 US Crest Length 3.14 ft Number Of Contractions 0 Results • Discharge 8.98 ft' /s Headwater Height Above Crest 0.95 ft Tailwater Height Above Crest -5.64 ft Flow Area 2.98 ft Velocity 3.01 fUs Wetted Perimeter 5.04 ft Top Width 3 -14 ft Messages - Notes Size of SIot:12 "x6" Weir Length = Cir. of Riser Bentley Systems, Inc. Haestad Methods Solution Center FlowMaster [08.01.058.00] 4/3/2006 2:08.21 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1 -203- 755 -1666 Page 1 of 1 CB NO. 5 - SUMP Worksheet for Curb Inlet In Sag • Project Description Worksheet Curb Inlet - 5 Type Curb Inlet In Sag Solve For Spread Input Data • Discharge 7.00 cis Gutter Width 1.50 ft Gutter Cross 0.083 ft/ft Slope Road Cross 0.018 ft/ft Slope Curb Opening 14.00 ft Length Opening Height 0.83 ft Curb Throat Type Horizon tal Local Depression 4.0 in Local Depression 4.00 ft Width Results Spread 152 ft 3 Throat incline 90.0 degre I Angle 0 es Depth 0.37 ft Gutter 12 in Depression Total 5.2 in Depression ;, Project Engineer: Vivian Chen c:\_._\vchenlmy documents \16482d_tm2 Hall & Foreman FlowMaster v7.0 17.0005j 2/3/2005 5:08 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1- 203 - 755 -1666 Page 1 Worksheet for Tract 16482 - Line "D" Project - - - Friction Method Manning Formula Solve For Normal Depth Input Data Roughness Coefficient 0.013 Channel Slope 0.00400 ft/ft Diameter 1.75 ft Discharge 10.50 ft' /s Results Normal Depth 1.52 ft Flow Area 2.22 ft' Wetted Perimeter 4.21 It Top Width 1.17 ft Critical Depth 1.21 ft Percent Full 87 1 % Critical Slope 0.00651 ft/ft Velocity 4.72 fUs Velocity Head 0.35 ft Specific Energy 1.87 ft Froude Number 0.60 Maximum Discharge 10.78 ft' /s Discharge Full 10.02 ft' /s Slope Full 0.00439 ft/ft Flow Type SubCritical GVF Input Data Downstream Depth 0.00 ft Length 0.00 ft Number Of Steps 0 GVF Output Data - . Upstream Depth 0 -00 ft Profile Description Profile Headloss 0.00 ft Average End Depth Over Rise 0.00 % Normal Depth Over Rise 87.09 % Downstream Velocity Infinity fUs Upstream Velocity Infinity ft/s Bentley Systems, Inc. Haestad Methods Solution Center FlowMaster [08.01.058.00] 4/3/2006 2:27:43 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1- 203 - 755 -1666 Page 1 of 2 Worksheet for Tract 16482 - Line "D" .GVF Output Dafa Normal Depth 1.52 ft Critical Depth 1.21 ft Channel Slope 0.00400 ft/ft Critical Slope 0.00651 fUft Bentley Systems, Inc. Haestad Methods Solution Center FlowMaster [08.01.058.00] 4/3/2006 2:27:43 PM 27 Siemens Company Drive Suite 200 W Watertown, CT 06795 USA +1 -203- 755 -1666 Page 2 of 2