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Home My WebLink AboutSDP199300072 Calculations 1993-10-05 NNW 'vale • DRAINAGE COMPUTATIONS FOR PHASE ONE LAKESIDE APARTMENTS PREPARED BY B. AUBREY HUFFMAN & ASSOCIATES, LTD. CIVIL ENGINEERING-LAND SURVEYING-LAND PLANNING P.O BOX 6124 CHARLOTTESVILLE,VIRGINIA 4 5 afreVin . t AUG 191993 NG/N.ER/4,c ARTHUR F. EDWARDS ° Q48. 14208 \It ■ e//9/ 4e)as* 11114sZr111:411:3,4* 5 Oc 9kfr 11c13 <11,14C (404.1,-a) a • ■ a ac � )) I Ix nellIIIIIIIIIIIIIIIIIIIINK _ ., ''�AA W 1 M ,n "1 N ^ rtl J� 5l. i). aglou.i.c,ILLE..milEIE %•1 rn ,,,., rn .... ■\� VI N _. ° .'7 ° O p p 0 4 O• Ci N v ♦ O O v ° o a o a O o O N 0 i Q n QYl ■ Q Y. h NI 1 .r C k 'h O `1 S2 ti - 0` 4: N r, n 11111 O Z W rs ^ r1 c1 W W G a: T \ • �+ V: T m Q. 3 v 1n 4, h In h �� 1 88 W a ,#�J \ N O tci O O Li.V 3 J , ` 0 1^ 1n ,� t`1 X 1`1 \� 1,� 11'1 s v M M "� ' nl y~j 2 co n /; i5 # W ^ - o Z V< ,p N_ Q O o :.1� 4 CD <3 W W 111 O 1 \ 0 2 ... o - O o N. 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H V? a N / ` N \ /j 0 I- 0 r "1r. `� n) .A 3 'a a°c S '� 0 bl . o 4 v J 4-72 -Now, Noe Circular Channel Analysis & Design Solved with Manning's Equation • Open Channel - Uniform flow Worksheet Name: LAKESIDE APARTMENTS Comment: STRUCTURE NO. 1 TO STRUCTURE NO. 2 Solve For Actual Depth Given Input Data: Diameter 1.25 ft Slope 0.0180 ft/ft Manning's n 0.013 Discharge 0.80 cfs Computed Results: Depth 0.26 ft Velocity 4.41 fps Flow Area 0.18 sf Critical Depth0.35 ft Percent Full 20.53 % Full Capacity 8.67 cfs QMAX B.94D 9.32 cfs Froude Number 1.83 (flow is Supercritical) Open Channel Flow Module, Version 2.01 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 Circular Channel Analysis & Design Solved with Manning's Equation Open Channel - Uniform flow Worksheet Name: LAKESIDE APARTMENTS Comment: STRUCTURE NO. 2 TO STRUCTURE NO. 3 Solve For Actual Depth Given Input Data: Diameter 1.25 ft Slope 0.0530 ft/ft Manning's n 0.013 Discharge 1.50 cfs Computed Results: Depth 0.27 ft Velocity 7.77 fps Flow Area 0.19 sf Critical Depth0.49 ft Percent Full 21.45 % Full Capacity 14.87 cfs QMAX @.94D 16.00 cfs Froude Number 3.16 (flow is Supercritical) Open Channel Flow Module, Version 2.01 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 7 Circular Channel Analysis & Design Solved with Manning's Equation Open Channel - Uniform flow Worksheet Name: LAKESIDE APARTMENTS Comment: STRUCTURE NO. 3 TO STRUCTURE NO. 4 Solve For Actual Depth Given Input Data: Diameter 1.25 ft Slope 0.0250 ft/ft Manning's n 0.013 Discharge 2.30 cfs Computed Results: Depth 0.40 ft Velocity 6.72 fps Flow Area 0.34 sf Critical Depth0.61 ft Percent Full 32.26 % Full Capacity 10.21 cfs QMAX 8.940 10.99 cfs Froude Number 2.19 (flow is Supercritical) Open Channel Flow Module, Version 2.01 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 Circular Channel Analysis & Design Solved with Manning's Equation Open Channel - Uniform flow Worksheet Name: LAKESIDE APARTMENTS Comment: STRUCTURE NO. 5 TO STRUCTURE NO. 4 Solve For Actual Depth Given Input Data: Diameter 1.25 ft Slope 0.0530 ft/ft Manning's n 0.013 Discharge 0.60 cfs Computed Results: Depth 0.17 ft Velocity 5.92 fps Flow Area 0.10 sf Critical Depth0.30 ft Percent Full 13.71 % Full Capacity 14.87 cfs QMAX 0.94D 16.00 cfs Froude Number 3.04 (flow is Supercritical) Open Channel Flow Module, Version 2.01 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 Circular Channel Analysis & Design Solved with Manning's Equation Open Channel - Uniform flow • Worksheet Name: LAKESIDE APARTMENTS Comment: STRUCTURE NO. 4 TO STRUCTURE NO. 6 Solve For Actual Depth Given Input Data: Diameter 1.25 ft Slope 0.0780 ft/ft Manning's n 0.013 Discharge 3.20 cfs Computed Results: Depth 0.36 ft Velocity 11.09 fps Flow Area 0.29 sf Critical Depth0.72 ft Percent Full 28.51 % Full Capacity 18.04 cfs QMAX @.94D 19.41 cfs Froude Number 3.87 (flow is Supercritical) Open Channel Flow Module, Version 2.01 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 / ° Circular Channel Analysis & Design Solved with Manning's Equation Open Channel - Uniform flow Worksheet Name: LAKESIDE APARTMENTS Comment: STRUCTURE NO. 8 TO STRUCTURE NO. 7 Solve For Actual Depth Given Input Data: Diameter 1.25 ft Slope 0.0230 ft/ft Manning's n 0.013 Discharge 0.30 cfs Computed Results: Depth 0.15 ft Velocity 3.59 fps Flow Area 0.08 sf Critical Depth0.21 ft Percent Full 12.01 % Full Capacity 9.80 cfs QMAX 0.940 10.54 cfs Froude Number 1.98 (flow is Supercritical) Open Channel Flow Module, Version 2.01 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 // Nor Circular Channel Analysis & Design Solved with Manning's Equation Open Channel - Uniform flow Worksheet Name: LAKESIDE APARTMENTS Comment: STRUCTURE NO. 7 TO STRUCTURE NO. 6 Solve For Actual Depth Given Input Data: Diameter 1.25 ft Slope 0.0230 ft/ft Manning's n 0.013 Discharge 0.80 cfs Computed Results: Depth 0.24 ft Velocity 4.81 fps Flow Area 0.17 sf Critical Depth0.35 ft Percent Full 19.32 % Full Capacity 9.80 cfs QMAX 1).94D 10.54 cfs Froude Number 2.07 (flow is Supercritical) Open Channel Flow Module, Version 2.01 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 .I / L Circular Channel Orrysis & Design "garre Solved with Manning's Equation Open Channel - Uniform flow • Worksheet Name: LAKESIDE APARTMENTS Comment: STRUCTURE NO. 6 TO STRUCTURE NO. 9 Solve For Actual Depth Given Input Data: Diameter 1.25 ft Slope 0.0569 ft/ft Manning's n 0.013 Discharge 5.20 cfs Computed Results: Depth 0.50 ft Velocity 11.33 fps Flow Area 0.46 sf Critical Depth0.92 ft Percent Full 40.03 % Full Capacity 15.41 cfs QMAX @.940 16.58 cfs Froude Number 3.26 (flow is Supercritical) Open Channel Flow Module, Version 2.01 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 /.3 Circular Channel Otrgsis & Design Solved with Manning's Equation Open Channel - Uniform flow Worksheet Name: LAKESIDE APARTMENTS Comment: STRUCTURE NO. 10 TO STRUCTURE NO. 9 Solve For Actual Depth Given Input Data: Diameter 1.25 ft Slope 0.0301 ft/ft Manning's n 0.013 Discharge 0.50 cfs Computed Results: Depth 0.18 ft Velocity 4.60 fps Flow Area 0.11 sf Critical Depth0.28 ft Percent Full 14.39 % Full Capacity 11.21 cfs QMAX @.94D 12.06 cfs Froude Number 2.30 (flow is Supercritical) Open Channel Flow Module, Version 2.01 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 Circular Channel Ar 'sis & Design v", a`T Solved with Manning's Equation Open Channel - Uniform flow • Worksheet Name: LAKESIDE APARTMENTS Comment: STRUCTURE NO. 9 TO STRUCTURE NO. 11 Solve For Actual Depth Given Input Data: Diameter 1.25 ft Slope 0.0653 ft/ft Manning's n 0.013 Discharge 6.20 cfs Computed Results: Depth 0.53 ft Velocity 12.49 fps Flow Area 0.50 sf Critical Depth1.01 ft Percent Full 42.46 % Full Capacity 16.51 cfs QMAX @.940 17.76 cfs Froude Number 3.47 (flow is Supercritical) Open Channel Flow Module, Version 2.01 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 Now Circular Channel Analysis & Design Solved with Manning's Equation Open Channel - Uniform flow Worksheet Name: LAKESIDE APARTMENTS Comment: STRUCTURE NO. 11 TO STRUCTURE NO. 12 Solve For Actual Depth Given Input Data: Diameter 1.25 ft Slope 0.0940 ft/ft Manning's n 0.013 Discharge 6.50 cfs Computed Results: Depth 0.49 ft Velocity 14.46 fps Flow Area 0.45 sf Critical Depth1.03 ft Percent Full 39.43 % Full Capacity 19.81 cfs QMAX O.94D 21.30 cfs Froude Number 4.20 (flow is Supercritical) Open Channel Flow Module, Version 2.01 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 / 6 Circular Channel Analysis & Design Solved with Manning's Equation Open Channel - Uniform flow Worksheet Name: LAKESIDE APARTMENTS Comment: STRUCTURE NO. 13 TO STRUCTURE NO. 12 Solve For Actual Depth Given Input Data: Diameter 1.25 ft Slope 0.0120 ft/ft Manning's n 0.013 Discharge 0.50 cfs Computed Results: Depth 0.22 ft Velocity 3.33 fps Flow Area 0.15 sf Critical Depth0.28 ft Percent Full 18.00 % Full Capacity 7.08 cfs QMAX @.94D 7.61 cfs Froude Number 1.48 (flow is Supercritical) Open Channel Flow Module, Version 2.01 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 / / Circular Channel Analysis & Design Solved with Manning's Equation Open Channel - Uniform flow Worksheet Name: LAKESIDE APARTMENTS Comment: STRUCTURE NO. 12 TO STRUCTURE NO. 14 Solve For Actual Depth Given Input Data: Diameter 1.25 ft Slope 0.0840 ft/ft Manning's n 0.013 Discharge 7.10 cfs Computed Results: Depth 0.53 ft Velocity 14.21 fps Flow Area 0.50 sf Critical Depth1.07 ft Percent Full 42.69 % Full Capacity 18.72 cfs QMAX @.94D 20.14 cfs Froude Number 3.94 (flow is Supercritical) Open Channel Flow Module, Version 2.01 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 / 9 Circular Channel 019/1sis & Design `"e Solved with Manning's Equation Open Channel - Uniform flow • Worksheet Name: LAKESIDE APARTMENTS Comment: STRUCTURE NO. 14 TO STRUCTURE NO. 15 Solve For Actual Depth Given Input Data: Diameter 1.25 ft Slope 0.0678 ft/ft Manning's n 0.013 Discharge 7.30 cfs Computed Results: Depth 0.58 ft Velocity 13.22 fps Flow Area 0.55 sf Critical Depth1.08 ft Percent Full 46.06 % Full Capacity 16.82 cfs QMAX @.94D 18.09 cfs Froude Number 3.50 (flow is Supercritical) Open Channel Flow Module, Version 2.01 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 / 9 Circular Channel AnVsis & Design Solved with Manning's Equation Open Channel - Uniform flow Worksheet Name: LAKESIDE APARTMENTS Comment: STRUCTURE NO. 15 TO STRUCTURE NO. 16 Solve For Actual Depth Given Input Data: Diameter 1.25 ft Slope 0.0400 ft/ft Manning's n 0.013 Discharge 7.50 cfs Computed Results: Depth 0.68 ft Velocity 10.92 fps Flow Area 0.69 sf Critical Depth1.09 ft Percent Full 54.70 % Full Capacity 12.92 cfs QMAX @.94D 13.90 cfs Froude Number 2.59 (flow is Supercritical) Open Channel Flow Module, Version 2.01 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 Lo Noire Circular Channel Analysis & Design Solved with Manning's Equation Open Channel - Uniform flow Worksheet Name: LAKESIDE APARTMENTS Comment.: STRUCTURE NO. 17 TO STRUCTURE NO. 16 Solve For Actual Depth Given Input Data: Diameter 1.25 ft Slope 0.0116 ft/ft Manning's n 0.013 Discharge 0.60 cfs Computed Results: Depth 0.25 ft Velocity 3.47 fps Flow Area 0.17 sf Critical Depth0.30 ft Percent Full 19.85 % Full Capacity 6.96 cfs QMAX @.94D 7.48 cfs Froude Number 1.47 (flow is Supercritical) Open Channel Flow Module, Version 2.01 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 Z / Circular Channel A"f rrysis & Design "'m' Solved with Manning's Equation Open Channel - Uniform flow • Worksheet Name: LAKESIDE APARTMENTS Comment: STRUCTURE NO. 16 TO STRUCTURE NO. 18 Solve For Actual Depth Given Input Data: Diameter 1.25 ft Slope 0.0308 ft/ft Manning's n 0.013 Discharge 8.60 cfs Computed Results: Depth 0.81 ft Velocity 10.16 fps Flow Area 0.85 sf Critical Depth1.14 ft Percent Full 65.13 % Full Capacity 11.34 cfs QMAX @.94D 12.20 cfs Froude Number 2.12 (flow is Supercritical) Open Channel Flow Module, Version 2.01 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 zz Circular Channel Ana ysis & Design `'w Solved with Manning's Equation Open Channel - Uniform flow Worksheet Name: LAKESIDE APARTMENTS Comment: STRUCTURE NO. 33 TO STRUCTURE NO. 32 Solve For Actual Depth Given Input Data: Diameter 1.25 ft Slope 0.0211 ft/ft Manning's n 0.013 Discharge 3.90 cfs Computed Results: Depth 0.56 ft Velocity 7.29 fps Flow Area 0.53 sf Critical Depth0.80 ft Percent Full 44.94 % Full Capacity 9.38 cfs QMAX @.94D 10.09 cfs Froude Number 1.96 (flow is Supercritical) Open Channel Flow Module, Version 2.01 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 Z3 Circular Channel Analysis & Design Solved with Manning's Equation Open Channel - Uniform flow Worksheet Name: LAKESIDE APARTMENTS Comment: STRUCTURE NO. 32 TO STRUCTURE NO. 31 Solve For Actual Depth Given Input Data: Diameter 1.25 ft Slope 0.0670 ft/ft Manning's n 0.013 Discharge 4.10 cfs Computed Results: Depth 0.42 ft Velocity 11.27 fps Flow Area 0.36 sf Critical Depth0.82 ft Percent Full 33.73 % Full Capacity 16.72 cfs QMAX ®.94D 17.99 cfs Froude Number 3.58 (flow is Supercritical) Open Channel Flow Module, Version 2.01 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 zq r — Circular Channel Analysis & Design Solved with Manning's Equation Open Channel - Uniform flow Worksheet Name: LAKESIDE APARTMENTS Comment: STRUCTURE NO. 31 TO STRUCTURE NO. 30 Solve For Actual Depth Given Input Data: Diameter 1.25 ft Slope 0.0142 ft/ft Manning's n 0.013 Discharge 4.30 cfs Computed Results: Depth 0.67 ft Velocity 6.45 fps Flow Area 0.67 sf Critical Depth0.84 ft Percent Full 53.43 % Full Capacity 7.70 cfs QMAX @.94D 8.28 cfs Froude Number 1.55 (flow is Supercritical) Open Channel Flow Module, Version 2.01 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 L � Now' °goo Circular Channel Analysis & Design Solved with Manning's Equation Open Channel - Uniform flow Worksheet Name: LAKESIDE APARTMENTS Comment: STRUCTURE NO. 30 TO STRUCTURE NO. 29 Solve For Actual Depth Given Input Data: Diameter 1.25 ft Slope 0.0086 ft/ft Manning's n 0.013 Discharge 5.10 cfs Computed Results: Depth 0.89 ft Velocity 5.48 fps Flow Area 0.93 sf Critical Depth0.92 ft Percent Full 70.91 % Full Capacity 5.99 cfs QMAX @.94D 6.44 cfs Froude Number 1.07 (flow is Supercritical) Open Channel Flow Module, Version 2.01 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 Circular Channel Analysis & Design Solved with Manning's Equation Open Channel - Uniform flow Worksheet Name: LAKESIDE APARTMENTS Comment: STRUCTURE NO. 38 TO STRUCTURE NO. 37 Solve For Actual Depth Given Input Data: Diameter 1.25 ft Slope 0.0200 ft/ft Manning's n 0.013 Discharge 1.10 cfs Computed Results: Depth 0.29 ft Velocity 5.02 fps Flow Area 0.22 sf Critical Depth0.41 ft Percent Full 23.43 % Full Capacity 9.14 cfs QMAX 0.940 9.83 cfs Froude Number 1.95 (flow is Supercritical) Open Channel Flow Module, Version 2.01 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 = 7 Circular Channel Analysis & Design Solved with Manning's Equation Open Channel - Uniform flow Worksheet Name: LAKESIDE APARTMENTS Comment: STRUCTURE NO. 37 TO STRUCTURE NO. 36 Solve For Actual Depth Given Input Data: Diameter 1.25 ft Slope 0.0762 ft/ft Manning's n 0.013 Discharge 1.30 cfs Computed Results: Depth 0.23 ft Velocity 8.47 fps Flow Area 0.15 sf Critical Depth0.45 ft Percent Full 18.27 % Full Capacity 17.83 cfs QMAX @.94D 19.18 cfs Froude Number 3.74 (flow is Supercritical) Open Channel Flow Module, Version 2.01 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 78 Circular Channel Analysis & Design Solved with Manning's Equation Open Channel - Uniform flow Worksheet Name: LAKESIDE APARTMENTS Comment: STRUCTURE NO. 36 TO STRUCTURE NO. 34 Solve For Actual Depth Given Input Data: Diameter 1.25 ft Slope 0.0064 ft/ft Manning's n 0.013 Discharge 1.80 cfs Computed Results: Depth 0.51 ft Velocity 3.83 fps Flow Area 0.47 sf Critical Depth0.53 ft Percent Full 40.73 % Full Capacity 5.17 cfs QMAX &.94D 5.56 cfs Froude Number 1.09 (flow is Supercritical) Open Channel Flow Module, Version 2.01 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 Noe Circular Channel Analysis & Design Solved with Manning's Equation Open Channel - Uniform flow • Worksheet Name: LAKESIDE APARTMENTS Comment: STRUCTURE NO. 35 TO STRUCTURE NO. 34 Solve For Actual Depth Given Input Data: Diameter 1.25 ft Slope 0.0364 ft/ft Manning's n 0.013 Discharge 1.40 cfs Computed Results: Depth 0.28 ft Velocity 6.67 fps Flow Area 0.21 sf Critical Depth0.47 ft Percent Full 22.76 % Full Capacity 12.32 cfs QMAX @.94D 13.26 cfs Froude Number 2.62 (flow is Supercritical) Open Channel Flow Module, Version 2.01 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 J 0 'ewe 'NNW Circular Channel Analysis & Design Solved with Manning's Equation Open Channel - Uniform flow Worksheet Name: LAKESIDE APARTMENTS Comment: STRUCTURE NO. 34 TO STRUCTURE NO. 29 Solve For Actual Depth Given Input Data: Diameter 1.25 ft Slope 0.0170 ft/ft Manning's n 0.013 Discharge 3.50 cfs Computed Results: Depth 0.56 ft Velocity 6.55 fps Flow Area 0.53 sf Critical Depth0.76 ft Percent Full 44.94 % Full Capacity 8.42 cfs QMAX @.94D 9.06 cfs Froude Number 1.76 (flow is Supercritical) Open Channel Flow Module, Version 2.01 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 2 / °ter r+ Circular Channel Analysis & Design Solved with Manning's Equation Open Channel - Uniform flow Worksheet Name: LAKESIDE APARTMENTS Comment: STRUCTURE NO. 29 TO STRUCTURE NO. 28 Solve For Actual Depth Given Input Data: Diameter 1.50 ft Slope 0.0102 ft/ft Manning's n 0.013 Discharge 10.00 cfs Computed Results: Depth 1.16 ft Velocity 6.83 fps Flow Area 1.46 sf Critical Depth1.22 ft Percent Full 77.24 % Full Capacity 10.61 cfs QMAX @.940 11.41 cfs Froude Number 1.11 (flow is Supercritical) Open Channel Flow Module, Version 2.01 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 jz Circular Channel ftmrysis & Design Now Solved with Manning's Equation Open Channel - Uniform flow Worksheet Name: LAKESIDE APARTMENTS Comment: STRUCTURE NO. 28 TO STRUCTURE NO. 27 Solve For Actual Depth Given Input Data: Diameter 1.50 ft Slope 0.0608 ft/ft Manning's n 0.013 Discharge 10.00 cfs Computed Results: Depth 0.65 ft Velocity 13.71 fps Flow Area 0.73 sf Critical Depth1.22 ft Percent Full 43.12 % Full Capacity 25.90 cfs QMAX @.94D 27.86 cfs Froude Number 3.45 (flow is Supercritical) Open Channel Flow Module, Version 2.01 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 I Circular Channel ,,,.,'sis & Design Nov, Solved with Manning's Equation Open Channel - Uniform flow Worksheet Name: LAKESIDE APARTMENTS Comment: STRUCTURE NO. 27 TO STRUCTURE NO. 26 Solve For Actual Depth Given Input Data: Diameter 1.50 ft Slope 0.0145 ft/ft Manning's n 0.013 Discharge 11.20 cfs Computed Results: Depth 1.10 ft Velocity 8.08 fps Flow Area 1.39 sf Critical Depth1.28 ft Percent Full 73.17 % Full Capacity 12.65 cfs QMAX @.94D 13.61 cfs Froude Number 1.40 (flow is Supercritical) Open Channel Flow Module, Version 2.01 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 Circular Channel AN,sis & Design Nor Solved with Manning's Equation Open Channel - Uniform flow Worksheet Name: LAKESIDE APARTMENTS Comment: STRUCTURE NO. 26 TO STRUCTURE NO. 25 Solve For Actual Depth Given Input Data: Diameter 1.50 ft Slope 0.0775 ft/ft Manning's n 0.013 Discharge 11.60 cfs Computed Results: Depth 0.66 ft Velocity 15.59 fps Flow Area 0.74 sf Critical Depth1.30 ft Percent Full 43.78 % Full Capacity 29.24 cfs QMAX 1).94D 31.46 cfs Froude Number 3.89 (flow is Supercritical) Open Channel Flow Module, Version 2.01 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 t' Circular Channel Rowysis & Design -Awr Solved with Manning's Equation Open Channel - Uniform flow Worksheet Name: LAKESIDE APARTMENTS Comment: STRUCTURE NO. 25 TO STRUCTURE NO. 23 Solve For Actual Depth Given Input Data: Diameter 1.50 ft Slope 0.0333 ft/ft Manning's n 0.013 Discharge 11.90 cfs Computed Results: Depth 0.86 ft Velocity 11.43 fps Flow Area 1.04 sf Critical Depth1.31 ft Percent Full 57.03 % Full Capacity 19.17 cfs QMAX @.94D 20.62 cfs Froude Number 2.41 (flow is Supercritical) Open Channel Flow Module, Version 2.01 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 Circular Channel Allrryrsis & Design "glow Solved with Manning's Equation Open Channel - Uniform flow Worksheet Name: LAKESIDE APARTMENTS Comment: STRUCTURE NO. 24 TO STRUCTURE NO. 23 Solve For Actual Depth Given Input Data: Diameter 1.25 ft Slope 0.0457 ft/ft Manning's n 0.013 Discharge 0.80 cfs Computed Results: Depth 0.20 ft Velocity 6.13 fps Flow Area 0.13 sf Critical Depth0.35 ft Percent Full 16.33 % Full Capacity 13.81 cfs QMAX &.94D 14.85 cfs Froude Number 2.87 (flow is Supercritical) Open Channel Flow Module, Version 2.01 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 a7 Circular Channel A1►..gsis & Design .r Solved with Manning's Equation Open Channel - Uniform flow Worksheet Name: LAKESIDE APARTMENTS Comment: STRUCTURE NO. 23 TO STRUCTURE NO. 22 Solve For Actual Depth Given Input Data: Diameter 1.50 ft Slope 0.0173 ft/ft Manning's n 0.013 Discharge 12.80 cfs Computed Results: Depth 1.14 ft Velocity 8.88 fps Flow Area 1.44 sf Critical Depth1.34 ft Percent Full 76.05 % Full Capacity 13.82 cfs QMAX B.94D 14.86 cfs Froude Number 1.47 (flow is Supercritical) Open Channel Flow Module, Version 2.01 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 3 � Circular Channel Analyes & Design Solved with Manning's Equation Open Channel - Uniform flow . Worksheet Name: LAKESIDE APARTMENTS Comment: STRUCTURE NO. 22 TO STRUCTURE NO. 19 Solve For Actual Depth Given Input Data: Diameter 1.50 ft Slope 0.0209 ft/ft Manning's n 0.013 Discharge 14.70 cfs Computed Results: Depth 1.19 ft Velocity 9.79 fps Flow Area 1.50 sf Critical Depth1.40 ft Percent Full 79.22 % Full Capacity 15.19 cfs QMAX 1.94D 16.34 cfs Froude Number 1.55 (flow is Supercritical) Open Channel Flow Module, Version 2.01 (c) 1990 _ Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 39 Circular & Design Solved with Manning's Equation Open Channel - Uniform flow Worksheet Name: LAKESIDE APARTMENTS Comment: STRUCTURE NO. 21 TO STRUCTURE NO. 20 Solve For Actual Depth Given Input Data: Diameter 1.25 ft Slope 0.0273 ft/ft Manning's n 0.013 Discharge 1.96 cfs Computed Results: Depth 0.36 ft Velocity 6.63 fps Flow Area 0.30 sf Critical Depth0.56 ft Percent Full 29.02 % Full Capacity 10.67 cfs QMAX @.94D 11.48 cfs Froude Number 2.29 (flow is Supercritical) Open Channel Flow Module, Version 2.01 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 itC Circular Channel '`ialysis & Design Solved with Manning's Equation Open Channel - Uniform flow Worksheet Name: LAKESIDE APARTMENTS Comment: STRUCTURE NO. 20 TO STRUCTURE NO. 19 Solve For Actual Depth Given Input Data: Diameter 1.25 ft Slope 0.0486 ft/ft Manning's n 0.013 Discharge 2.20 cfs Computed Results: Depth 0.33 ft Velocity 8.42 fps Flow Area 0.26 sf Critical Depth0.59 ft Percent Full 26.57 % Full Capacity 14.24 cfs QMAX @.94D 15.32 cfs Froude Number 3.05 (flow is Supercritical) Open Channel Flow Module, Version 2.01 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 Circular Channel Analysis & Design Solved with Manning's Equation Open Channel - Uniform flow Worksheet Name: LAKESIDE APARTMENTS Comment: STRUCTURE NO. 19 TO STRUCTURE NO. 18 Solve For Actual Depth Given Input Data: Diameter 1.50 ft Slope 0.1368 ft/ft Manning's n 0.013 Discharge 17.30 cfs Computed Results: Depth 0.70 ft Velocity 21.35 fps Flow Area 0.81 sf Critical Depth1.44 ft Percent Full 46.74 % Full Capacity 38.85 cfs AMAX @.94D 41.79 cfs Froude Number 5.11 (flow is Supercritical) Open Channel Flow Module, Version 2.01 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 Vi Circular Char Analysis & Design .,m„, Solved with Manning's Equation Open Channel - Uniform flow Worksheet Name: LAKESIDE APARTMENTS Comment: STRUCTURE NO. 18 TO STRUCTURE NO. 39 Solve For Actual Depth Given Input Data: Diameter 2.00 ft Slope 0.0627 ft/ft Manning's n 0.013 Discharge 26.40 cfs Computed Results: Depth 0.96 ft Velocity 17.71 fps Flow Area 1.49 sf Critical Depth1.80 ft Percent Full 47.99 % Full Capacity 56.65 cfs QMAX @.94D 60.93 cfs Froude Number 3.61 (flow is Supercritical) Open Channel Flow Module, Version 2.01 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 Circular Channel 01'l5sis & Design Solved with Manning's Equation Open Channel — Uniform flow Worksheet Name: LAKESIDE APARTMENTS Comment: STRUCTURE NO. 39 TO STRUCTURE NO. 40 Solve For Actual Depth Given Input Data: Diameter 2.00 ft Slope 0.0330 ft/ft Manning's n 0.013 Discharge 27.90 cfs Computed Results: Depth 1.21 ft Velocity 14.06 fps Flow Area 1.98 sf Critical Depth1.83 ft Percent Full 60.41 % Full Capacity 41.10 cfs QMAX 0.94D 44.21 cfs Froude Number 2.46 (flow is Supercritical) Open Channel Flow Module, Version 2.01 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 Circular Channel Anal;,,,,,, & Design Solved with Manning's Equation Open Channel - Uniform flow Worksheet Name: LAKESIDE APARTMENTS Comment: STRUCTURE NO. 41 TO STRUCTURE NO. 40 Solve For Actual Depth Given Input Data: Diameter 1.25 ft Slope 0.0104 ft/ft Manning's n 0.013 Discharge 1.47 cfs Computed Results: Depth 0.40 ft Velocity 4.32 fps Flow Area 0.34 sf Critical Depth0.48 ft Percent Full 32.10 % Full Capacity 6.59 cfs QMAX @.94D 7.09 cfs Froude Number 1.41 (flow is Supercritical) Open Channel Flow Module, Version 2.01 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 Now, .wwwe 7 .) Circular Channel Analysis & Design Solved with Manning's Equation Open Channel - Uniform flow Worksheet Name: LAKESIDE APARTMENTS Comment: STRUCTURE NO. 40 TO STRUCTURE NO. 42 Solve For Actual Depth Given Input Data: Diameter 2.00 ft Slope 0.1120 ft/ft Manning's n 0.013 Discharge 30.30 cfs Computed Results: Depth 0.88 ft Velocity 22.76 fps Flow Area 1.33 sf Critical Depth1.87 ft Percent Full 44.00 % Full Capacity 75.71 cfs QMAX @.94D 81.44 cfs Froude Number 4.90 (flow is Supercritical) Open Channel Flow Module, Version 2.01 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 Circular Channel A .is & Design w Solved with Manning's Equation Open Channel - Uniform flow Worksheet Name: LAKESIDE APARTMENTS Comment: STRUCTURE NO. 42 TO STRUCTURE NO. 43 Solve For Actual Depth Given Input Data: Diameter 2.00 ft Slope 0.1114 ft/ft Manning's n 0.013 Discharge 30.30 cfs Computed Results: Depth 0.88 ft Velocity 22.72 fps Flow Area 1.33 sf Critical Depth1.87 ft Percent Full 44.06 % Full Capacity 75.51 cfs QMAX @.94D 81.22 cfs Froude Number 4.88 (flow is Supercritical) Open Channel Flow Module, Version 2.01 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 '/7 Circular Channel An al s & Design Solved with Manning s Equation New' Open Channel - Uniform flow Worksheet Name: LAKESIDE APARTMENTS Comment: STRUCTURE NO. 43 TO OUT Solve For Actual Depth Given Input Data: Diameter 3.00 ft Slope 0.0050 ft/ft Manning's n 0.013 Discharge 30.30 cfs Computed Results: Depth 1.75 ft Velocity 7.08 fps Flow Area 4.28 sf Critical Depth1.78 ft Percent Full 58.29 % Full Capacity 47.16 cfs QMAX B.94D 50.73 cfs Froude Number 1.04 (flow is Supercritical) Open Channel Flow Module, Version 2.01 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 PROJECT LAKESIDE APARTMENTS , , HEC12 Version: V2.80 Run Date: 05-05-1993 err r.r • INLET NUMBER 1 DI-7 ENGTH 0.0 STATION 0+0 1)1 14 41I / ' TOTAL PEAK DISCHARGE = 0.80 cfs) FFF XXXXXXXXXX GRATE INLET I TRAPEZOIDAL CHANNEL XXXXXXXXXX DEPTH OF WATER (ft)= 0.08 PERIMETER OF GRATE (ft)= 12.80 AREA (sq ft)= 3.00 INLET NUMBER 2 0I-38 LENGTH 8.0 STATION 2+80 DRAINAGE AREA = 0.200 ACRES C VALUE _ .900 CA = 0.180 SUM CA= 0.180 INT= 3.50 CFS= 0.630 CO= 0.000 GUTTER FLOW= 0.630 GUTTER SLOPE = 0.0333 FT/FT PAVEMENT CROSS SLOPE = 0.0208 FT/FT SPREAD W W/T SW SW/SX Eo a S'W SE 1.84 2.0 1.09 0.0833 4.0 1.00 3.5 0.146 0.167 XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX REQUIRED LENGTH (ft) = 7.1 EFFICIENCY= 1.00 CFS INTERCEPTED= 0.63 CFS CARRYOVER= 0.00 INLET NUMBER 3 DI-3A LENGTH 2.5 STATION 3+39 DRAINAGE AREA = 0.200 ACRES C VALUE _ .900 CA = 0.180 DRAINAGE AREA = 0.170 ACRES C VALUE = .200 CA = 0.034 FOR THE FIRST SIDE SUM CA= 0.214 INT= 3.50 CFS= 0.749 CO= 0.000 GUTTER FLOW= 0.749 FOR THE OTHER SIDE SUM CA= 0.000 INT= 3.50 CFS= 0.000 CO= 0.000 GUTTER FLOW= 0.000 AT THE INLET SUM CA= 0.214 INT= 3.50 CFS= 0.749 CO= 0.000 GUTTER FLOW= 0.749 GUTTER SLOPE = 0.0200 FT/FT PAVEMENT CROSS SLOPE = 0.0100 FT/FT SPREAD AT A SLOPE OF .020 (ft./ft.) AND 0.75 (cfs) I5 8.15 (ft.) I XXXXXXXXXX CURB INLET IN A SUMP XXXXXXXXXX P EFFEC. LENGTH (ft) = 4.30 H (f ') = 0.385 DEPTH OF WATER (ft) = 0.18 SPREAD (ft)' J. 17.88 *4111109 NM"' INLET NUMBER 4 DI-3A LENGTH - 2.5 STATION 3+99 DRAINAGE AREA = 0.070 ACRES C VALUE _ .900 CA = 0.063 ' DRAINAGE AREA = 0.040 ACRES C VALUE _ .200 CA = 0.008 FOR THE FIRST SIDE SUM CA= 0.071 INT= 3.50 CFS= 0.249 CO= 0.000 GUTTER FLOW= 0.249 FOR THE OTHER SIDE SUM CA= 0.000 INT= 3.50 CFS= 0.000 CO= 0.000 GUTTER FLOW= 0.000 AT THE INLET SUM CA= 0.071 INT= 3.50 CFS= 0.249 CO= 0.000 GUTTER FLOW= 0.249 GUTTER SLOPE = 0.0067 FT/FT PAVEMENT CROSS SLOPE = 0.0250 FT/FT SPREAD AT A SLOPE OF .007 (ft./ft.) AND 0.25 (cfs) IS 3.73 (ft.) XXXXXXXXXX CURB INLET IN A SUMP XXXXXXXXXX P EFFEC. LENGTH (ft) = 4.30 H (ft) = 0.385 DEPTH OF WATER (ft) = 0.09 SPREAD (ft) = 3.43 INLET NUMBER 5 DI-3A LENGTH 2.5 STATION 0+0 DRAINAGE AREA = 0.200 ACRES C VALUE = .900 CA = 0.180 DRAINAGE AREA = 0.100 ACRES C VALUE _ .200 CA = 0.020 FOR THE FIRST SIDE SUM CA= 0.200 INT= 3.50 CFS= 0.700 CO= 0.000 GUTTER FLOW= 0.700 FOR THE OTHER SIDE SUM CA= 0.000 INT= 3.50 CFS= 0.000 C0= 0.000 GUTTER FLOW= 0.000 AT THE INLET SUM CA= 0.200 INT= 3.50 CFS= 0.700 CO= 0.000 GUTTER FLOW= 0.700 GUTTER SLOPE = 0.0208 FT/FT PAVEMENT CROSS SLOPE = 0.0375 FT/FT SPREAD AT A SLOPE OF .021 (ft./ft.) AND 0.70 (cfs) IS 3.45 (ft.) XXXXXXXXXX CURB INLET IN A SUMP XXXXXXXXXX P EFFEC. LENGTH (ft) = 4.30 H (ft) = 0.385 DEPTH OF WATER (ft) = 0.17 SPREAD (ft) = 4.56 INLET NUMBER 6 DI-3A LENGTH 2.5 STATION 4+92 TOTAL PEAK DISCHARGE = 1.20 (cfs) GUTTER SLOPE = 0.0100 FT/FT PAVEMENT CROSS SLOPE = 0.0058 FT/FT SPREAD AT A SLOPE OF .010 (ft./ft.) AND 1.20 (cfs) I45.58 (ft.) XXXXXXXXXX CURB INLET IN A SUMP XXXXXXXXXX P�EFFEC. LENGTH (ft) = 4.30 H (ft)1,-/--0.385 Sere Nero INLET NUMBER 7 DI-3B LENGTH 8.0 STATION 0+43 DRAINAGE AREA = 0.160 ACRES C VALUE _ .900 CA = 0.144 ' DRAINAGE AREA = 0.060 ACRES C VALUE _ .200 CA = 0.012 'SUM CA= 0.156 INT= 3.50 CFS= 0.546 CO= 0.000 GUTTER FLOW= 0.546 GUTTER SLOPE = 0.0667 FT/FT PAVEMENT CROSS SLOPE = 0.0208 FT/FT SPREAD W W/T SW SW/SX Eo a S'W SE 1.53 2.0 1.31 0.0833 4.0 1.00 3.5 0.146 0.167 XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX REQUIRED LENGTH (ft) = 8.2 EFFICIENCY= 1.00 CFS INTERCEPTED= 0.55 CFS CARRYOVER= 0.00 INLET NUMBER 8 0I-38 LENGTH 6.0 STATION 0+0 DRAINAGE AREA = 0.100 ACRES C VALUE _ .900 CA = 0.090 SUM CA= 0.090 INT= 3.50 CFS= 0.315 CO= 0.000 GUTTER FLOW= 0.315 GUTTER SLOPE = 0.0667 FT/FT PAVEMENT CROSS SLOPE = 0.0208 FT/FT SPREAD W W/T SW SW/SX Eo a S'W SE 1.25 2.0 1.61 0.0833 4.0 1.00 3.5 0.146 0.167 XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX REQUIRED LENGTH (ft) = 6.5 EFFICIENCY= 0.99 CFS INTERCEPTED= 0.31 CFS CARRYOVER= 0.00 INLET NUMBER 9 DI-3A LENGTH 2.5 STATION 5+43 TOTAL PEAK DISCHARGE = 0.50 (cfs) GUTTER SLOPE = 0.0067 FT/FT PAVEMENT CROSS SLOPE = 0.0067 FT/FT':, SPREAD AT A SLOPE OF .007 (ft./ft.) AND 0.50 (cfs) IS 11.05 (ft.) XXXXXXXXXX CURB INLET IN A SUMP XXXXXXXXXX P EFFEC. LENGTH (ft) = 4.30 H (ftl = 0.385 DEPTH OF WATER (ft) = 0.14 SPREAD (ft) T 20.39 I v✓ INLET NUMBER 10 DI-3A LENGTH 2.5 STATION 1+33 DRAINAGE AREA = 0.110 ACRES C VALUE _ .900 CA = 0.099 DRAINAGE AREA = 0.040 ACRES C VALUE _ .200 CA = 0.008 FOR THE FIRST SIDE SUM CA= 0.107 INT= 3.50 CFS= 0.375 CO= 0.000 GUTTER FLOW= 0.375 FOR THE OTHER SIDE SUM CA= 0.000 INT= 3.50 CFS= 0.000 CO= 0.000 GUTTER FLOW= 0.000 AT THE INLET SUM CA= 0.107 INT= 3.50 CFS= 0.375 CO= 0.000 GUTTER FLOW= 0.375 GUTTER SLOPE = 0.0067 FT/FT PAVEMENT CROSS SLOPE = 0.0100 FT/FT SPREAD AT A SLOPE OF .007 (ft./ft.) AND 0.37 (cfs) IS .71 (ft. XXXXXXXXXX CURB INLET IN A SUMP XXXXXXXXXX P EFFEC. LENGTH (ft) = 4.30 H (f = 0.385 DEPTH OF WATER (ft) = 0.11 SPREAD (ft) = 11.26 INLET NUMBER 11 DI-38 LENGTH 8.0 STATION 6+61 DRAINAGE AREA = 0.100 ACRES C VALUE = .900 CA = 0.090 SUM CA= 0.090 INT= 3.50 CFS= 0.315 CO= 0.000 GUTTER FLOW= 0.315 GUTTER SLOPE = 0.0909 FT/FT PAVEMENT CROSS SLOPE = 0.0208 FT/FT SPREAD W W/T SW SW/SX Eo a S'W SE 1.18 2.0 1.70 0.0833 4.0 1.00 3.5 0.146 0.167 XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX REQUIRED LENGTH (ft) = 7.1 EFFICIENCY= 1.00 CFS INTERCEPTED= 0.31 CFS CARRYOVER= 0.00 INLET NUMBER 12 0I-38 LENGTH 4.0 STATION 7+28 DRAINAGE AREA = 0.030 ACRES C VALUE _ .900 CA = 0.027 SUM CA= 0.027 INT= 3.50 CFS= 0.094 CO= 0.000 GUTTER FLOW= 0.094 GUTTER SLOPE = 0.0909 FT/FT PAVEMENT CROSS SLOPE = 0.0208 FT/FT SPREAD W W/T SW SW/SX Eo a S'W SE 0.75 2.0 2.67 0.0833 4.0 1.00 3.5 0.146 0.167 XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX REQUIRED LENGTH (ft) = 4.3 EFFICIENCY= 0.99 CFS INTERCEPTED= 0.09 CFS CARRYOVER= 0.00 N..- INLET NUMBER 13 0I-3B LENGTH 8.0 STATION 0+43 DRAINAGE AREA = 0.200 ACRES C VALUE _ .200 CA = 0.040 DRAINAGE AREA = 0.120 ACRES C VALUE _ .900 CA = 0.108 SUM CA= 0.148 INT= 3.50 CFS= 0.518 CO= 0.000 GUTTER FLOW= 0.518 GUTTER SLOPE = 0.0909 FT/FT PAVEMENT CROSS SLOPE = 0.0208 FT/FT SPREAD W W/T SW SW/SX Eo a S'W SE 1.42 2.0 1.41 0.0833 4.0 1.00 3.5 0.146 0.167 XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX REQUIRED LENGTH (ft) = 8.8 EFFICIENCY= 0.99 CFS INTERCEPTED= 0.51 CFS CARRYOVER= 0.01 INLET NUMBER 14 0I-38 LENGTH 6.0 STATION 8+32 DRAINAGE AREA = 0.060 ACRES C VALUE = .900 CA = 0.054 SUM CA= 0.054 INT= 3.50 CFS= 0.189 CO= 0.000 GUTTER FLOW= 0.189 GUTTER SLOPE = 0.0909 FT/FT PAVEMENT CROSS SLOPE = 0.0208 FT/FT SPREAD W W/T SW SW/SX Eo a S'W SE 0.97 2.0 2.06 0.0833 4.0 1.00 3.5 0.146 0.167 XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX REQUIRED LENGTH (ft) = 5.8 EFFICIENCY= 1.00 CFS INTERCEPTED= 0.19 CFS CARRYOVER= 0.00 INLET NUMBER 15 DI-38 LENGTH 8.0 STATION 9+22 DRAINAGE AREA = 0.050 ACRES C VALUE _ .900 CA = 0.045 SUM CA= 0.045 INT= 3.50 CFS= 0.157 CO= 0.000 GUTTER FLOW= 0.157 GUTTER SLOPE = 0.0526 FT/FT PAVEMENT CROSS SLOPE = 0.0208 FT/FT SPREAD W W/T SW SW/SX Eo a S'W SE 12.39 )1.0 0.42 0.0208 1.0 0.76 1.0 0.083 0.084 XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX REQUIRED LENGTH (ft) = 6.8 EFFICIENCY= 1.00 CFS INTERCEPTED= 0.16 CFS CARRYOVER= 0.00 • PROJECT LAKESIDE APARTMENTS HEC12 Version: V2.80 Run Date: 05-06-1993 .-3 N ..r INLET NUMBER 16 DI-38 LENGTH 8.0 STATION 10+64 ' DRAINAGE AREA = 0.100 ACRES C VALUE = .900 CA = 0.090 DRAINAGE AREA = 0.050 ACRES C VALUE _ .200 CA = 0.010 SUM CA= 0.100 INT= 3.50 CFS= 0.350 C0= 0.000 GUTTER FLOW= 0.350 GUTTER SLOPE = 0.0250 FT/FT PAVEMENT CROSS SLOPE = 0.0208 FT/FT SPREAD W W/T SW SW/SX Eo a S'W SE 3.71 1.0 0.27 0.0208 1.0 0.57 1.0 0.083 0.068 XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX REQUIRED LENGTH (ft) = 8.7 EFFICIENCY= 0.99 CFS INTERCEPTED= 0.35 CFS CARRYOVER= 0.00 INLET NUMBER 17 DI-3A LENGTH 2.5 STATION 0+0 DRAINAGE AREA = 0.200 ACRES C VALUE _ .900 CA = 0.180 FOR THE FIRST SIDE SUM CA= 0.180 INT= 3.50 CFS= 0.630 CO= 0.000 GUTTER FLOW= 0.630 FOR THE OTHER SIDE SUM CA= 0.000 INT= 3.50 CFS= 0.000 CO= 0.000 GUTTER FLOW= 0.000 AT THE INLET SUM CA= 0.180 INT= 3.50 CFS= 0.630 C0= 0.000 GUTTER FLOW= 0.630 GUTTER SLOPE = 0.0111 FT/FT PAVEMENT CROSS SLOPE = 0.0077 FT/FT SPREAD AT A SLOPE OF .011 (ft./ft.) AND 0.63 (cfs) I .0 (ft.) XXXXXXXXXX CURB INLET IN A SUMP XXXXXXXXXX P EFFEC. LENGTH (ft) = 4.30 H (ft) = 0.38 DEPTH OF WATER (ft) = 0.16 SPREAD (ft) = 20.70' `ew ..r • INLET NUMBER 18 DI-3A LENGTH 2.5 STATION 11+80 DRAINAGE AREA = 0.200 ACRES C VALUE _ .700 CA = 0.140 ' FOR THE FIRST SIDE SUM CA= 0.140 INT= 3.50 CFS= 0.490 C0= 0.000 GUTTER FLOW= 0.490 FOR THE OTHER SIDE SUM CA= 0.000 INT= 3.50 CFS= 0.000 CO= 0.000 GUTTER FLOW= 0.000 AT THE INLET SUM CA= 0.140 INT= 3.50 CFS= 0.490 CO= 0.000 GUTTER FLOW= 0.490 GUTTER SLOPE = 0.0208 FT/FT PAVEMENT CROSS SLOPE = 0.0500 FT/FT SPREAD AT A SLOPE OF .021 (ft./ft.) AND 0.49 (cfs) IS 2.52 (ft.) XXXXXXXXXX CURB INLET IN A SUMP XXXXXXXXXX P EFFEC. LENGTH (ft) = 4.30 H (ft) = 0.385 DEPTH OF WATER (ft) = 0.13 SPREAD (ft) = 2.70 INLET NUMBER 19 DI-3C LENGTH 6.0 STATION 0+38 DRAINAGE AREA = 0.070 ACRES C VALUE _ .900 CA = 0.063 DRAINAGE AREA = 0.070 ACRES C VALUE _ .900 CA = 0.063 FOR THE FIRST SIDE SUM CA= 0.063 INT= 3.50 CFS= 0.221 C0= 0.000 GUTTER FLOW= 0.221 FOR THE OTHER SIDE SUM CA= 0.063 INT= 3.50 CFS= 0.221 CO= 0.000 GUTTER FLOW= 0.221 AT THE INLET SUM CA= 0.126 INT= 3.50 CFS= 0.441 CO= 0.000 GUTTER FLOW= 0.441 GUTTER SLOPE = 0.0030 FT/FT PAVEMENT CROSS SLOPE = 0.0208 FT/FT SPREAD AT A SLOPE OF .003 (ft./ft.) AND 0.22 (cfs) IS 1.95 (ft.) XXXXXXXXXX CURB INLET IN A SUMP XXXXXXXXXX / P EFFEC. LENGTH (ft) = 9.60 H (ft) = 0.458 DEPTH OF WATER (ft) = 0.07 SPREAD (ft) = 3.53 \+_,/ Sure INLET NUMBER 20 01-38 LENGTH 4.0 STATION 1+08 DRAINAGE AREA = 0.050 ACRES C VALUE _ .900 CA = 0.045 SUM CA= 0.045 INT= 3.50 CFS= 0.157 CO= 0.000 GUTTER FLOW= 0.157 , • GUTTER SLOPE = 0.0500 FT/FT PAVEMENT CROSS SLOPE = 0.0208 FT/FT SPREAD W W/T SW SW/SX Eo a S'W SE 1.01 2.0 1.97 0.0833 4.0 1.00 3.5 0.146 0.167 XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX REQUIRED LENGTH (ft) = 4.5 EFFICIENCY= 0.98 CFS INTERCEPTED= 0.15 CFS CARRYOVER= 0.00 INLET NUMBER 21 DI-38 LENGTH 12.0 STATION 1+63 DRAINAGE AREA = 0.800 ACRES C VALUE _ .700 CA = 0.560 SUM CA= 0.560 INT= 3.50 CFS= 1.960 CO= 0.010 GUTTER FLOW= 1.970 GUTTER SLOPE = 0.0500 FT/FT PAVEMENT CROSS SLOPE = 0.0208 FT/FT SPREAD W W/T SW SW/SX Eo a S'W SE 4.24 2.0 0.47 0.0833 4.0 0.93 3.5 0.146 0.157 XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX REQUIRED LENGTH (ft) = 13.4 EFFICIENCY= 0.98 CFS INTERCEPTED= 1.94 CFS CARRYOVER= 0.03 INLET NUMBER 22 DI-3C LENGTH 6.0 STATION 0+81 DRAINAGE AREA = 0.450 ACRES C VALUE _ .600 CA = 0.270 DRAINAGE AREA = 0.450 ACRES C VALUE = .600 CA = 0.270 FOR THE FIRST SIDE SUM CA= 0.270 INT= 3.50 CFS= 0.945 CO= 0.030 GUTTER FLOW= 0.975 FOR THE OTHER SIDE SUM CA= 0.270 INT= 3.50 CFS= 0.945 CO= 0.000 GUTTER FLOW= 0.945 AT THE INLET SUM CA= 0.540 INT= 3.50 CFS= 1.890 CO= 0.030 GUTTER FLOW= 1.920 GUTTER SLOPE = 0.0020 FT/FT PAVEMENT CROSS SLOPE = 0.0208 FT/FT SPREAD AT A SLOPE OF .002 (ft./ft.) AND 0.98 (cfs) 7.42 (ft.. XXXXXXXXXX CURB INLET IN A SUMP XXXXXXXXXX P EFFEC. LENGTH (ft) = 9.60 H (f = 0.458 DEPTH OF WATER (ft) = 0.20 SPREAD (ft) 9.43 INLET NUMBER 23 DI-38 LENGTH 6.0 STATION 1+56 DRAINAGE AREA = 0.030 ACRES C VALUE _ .900 CA = 0.027 ' SUM CA= 0.027 INT= 3.50 CFS= 0.094 CO= 0.000 GUTTER FLOW= 0.094 GUTTER SLOPE = 0.0500 FT/FT PAVEMENT CROSS SLOPE = 0.0208 FT/FT SPREAD W W/T SW SW/SX Eo a S'W SE 2.00 1.0 0.50 0.0208 1.0 0.84 1.0 0.083 0.091 XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX REQUIRED LENGTH (ft) = 5.2 EFFICIENCY= 1.00 CFS INTERCEPTED= 0.09 CFS CARRYOVER= 0.00 INLET NUMBER 24 DI-3A LENGTH 2.5 STATION 0+82 DRAINAGE AREA = 0.300 ACRES C VALUE _ .800 CA = 0.240 FOR THE FIRST SIDE SUM CA= 0.240 INT= 3.50 CFS= 0.840 CO= 0.000 GUTTER FLOW= 0.840 FOR THE OTHER SIDE SUM CA= 0.000 INT= 3.50 CFS= 0.000 CO= 0.000 GUTTER FLOW= 0.000 AT THE INLET SUM CA= 0.240 INT= 3.50 CFS= 0.840 CO= 0.000 GUTTER FLOW= 0.840 GUTTER SLOPE = 0.0050 FT/FT PAVEMENT CROSS SLOPE = 0.0125 FT/FT SPREAD AT A SLOPE OF .005 (ft./ft.) AND 0.84 (cfs) IS 9.59 (ft.) XXXXXXXXXX CURB INLET IN A SUMP XXXXXXXXXX P EFFEC. LENGTH (ft) = 4.30 H (ft) = 0.385 DEPTH OF WATER (ft) = 0.19 SPREAD (ft) = 15.45 INLET NUMBER 25 DI-38 LENGTH 10.0 STATION 1+83 DRAINAGE AREA = 0.100 ACRES C VALUE _ .900 CA = 0.090 SUM CA= 0.090 INT= 3.50 CFS= 0.315 CO= 0.000 GUTTER FLOW= 0.315 GUTTER SLOPE = 0.0500 FT/FT PAVEMENT CROSS SLOPE = 0.0208 FT/FT . SP EAD W W/T SW SW/SX Eo a S'W SE 3.14 1.0 0.32 0.0208 1.0 0.64 1.0 0.083 0.074 XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX REQUIRED LENGTH (ft) = 9.7 EFFICIENCY= 1.00 CFS INTERCEPTED= 0.31 CFS CARRYOVER= 0.00 7 INLET NUMBER 26 DI-3A LENGTH 2.5 STATION 2+72 -DRAINAGE AREA = 0.100 ACRES C VALUE = .900 CA = 0.090 FOR THE FIRST SIDE _ SUM CA= 0.090 INT= 3.50 CFS= 0.315 CO= 0.000 GUTTER FLOW= 0.315 FOR THE OTHER SIDE SUM CA= 0.000 INT= 3.50 CFS= 0.000 CO= 0.000 GUTTER FLOW= 0.000 AT THE INLET SUM CA= 0.090 INT= 3.50 CFS= 0.315 CO= 0.000 GUTTER FLOW= 0.315 GUTTER SLOPE = 0.0208 FT/FT PAVEMENT CROSS SLOPE = 0.0500 FT/FT SPREAD AT A SLOPE OF .021 (ft./ft.) AND 0.31 (cfs) IS 2.13 (ft.) XXXXXXXXXX CURB INLET IN A SUMP XXXXXXXXXX P EFFEC. LENGTH (ft) = 4.30 H (ft) = 0.385 DEPTH OF WATER (ft) = 0.10 SPREAD (ft) = 2.01 INLET NUMBER 27 DI-3A LENGTH 2.5 STATION 3+27 DRAINAGE AREA = 0.500 ACRES C VALUE _ .700 CA = 0.350 FOR THE FIRST SIDE SUM CA= 0.350 INT= 3.50 CFS= 1.225 CO= 0.000 GUTTER FLOW= 1.225 FOR THE OTHER SIDE SUM CA= 0.000 INT= 3.50 CFS= 0.000 CO= 0.000 GUTTER FLOW= 0.000 AT THE INLET SUM CA= 0.350 INT= 3.50 CFS= 1.225 CO= 0.000 GUTTER FLOW= 1.225 GUTTER SLOPE = 0.0208 FT/FT PAVEMENT CROSS SLOPE = 0.0500 FT/FT SPREAD AT A SLOPE OF .021 (ft./ft.) AND 1.23 (cfs) IS 3.55 (ft.) XXXXXXXXXX CURB INLET IN A SUMP XXXXXXXXXX P EFFEC. LENGTH (ft) = 4.30 H (ft) = 0.385 DEPTH OF WATER (ft) = 0.25 SPREAD (ft) = 4.97 • • Nwo INLET NUMBER 29 DI-3A LENGTH 2.5 STATION 6+06 DRAINAGE AREA = 0.600 ACRES C VALUE _ .700 CA = 0.420 ' FOR THE FIRST SIDE SUM CA= 0.420 INT= 3.50 CFS= 1.470 CO= 0.000 GUTTER FLOW= 1.470 FOR THE OTHER SIDE .SUM CA= 0.000 INT= 3.50 CFS= 0.000 CO= 0.000 GUTTER FLOW= 0.000 AT THE INLET SUM CA= 0.420 INT= 3.50 CFS= 1.470 CO= 0.000 GUTTER FLOW= 1.470 GUTTER SLOPE = 0.0036 FT/FT PAVEMENT CROSS SLOPE = 0.0250 FT/FT SPREAD AT A SLOPE OF .004 (ft./ft.) AND 1.47 (cfs) IS '8.15 (ft.) XXXXXXXXXX CURB INLET IN A SUMP XXXXXXXXXX P EFFEC. LENGTH (ft) = 4.30 H (ft) = 0.385 DEPTH OF WATER (ft) = 0.28 SPREAD (ft) = 11.22 INLET NUMBER 30 DI-3A LENGTH 2.5 STATION 7+22 DRAINAGE AREA = 0.240 ACRES C VALUE _ .900 CA = 0.216 DRAINAGE AREA = 0.070 ACRES C VALUE _ .200 CA = 0.014 FOR THE FIRST SIDE SUM CA= 0.230 INT= 3.50 CFS= 0.805 CO= 0.000 GUTTER FLOW= 0.805 FOR THE OTHER SIDE SUM CA= 0.000 INT= 3.50 CFS= 0.000 C0= 0.000 GUTTER FLOW= 0.000 AT THE INLET SUM CA= 0.230 INT= 3.50 CFS= 0.805 C0= 0.000 GUTTER FLOW= 0.805 GUTTER SLOPE = 0.0400 FT/FT PAVEMENT CROSS SLOPE = 0.0235 FT/FT SPREAD AT A SLOPE OF .040 (ft./ft.) AND 0.80 (cfs) 1 4.31 (ft.) XXXXXXXXXX CURB INLET IN A SUMP XXXXXXXXXX P EFFEC. LENGTH (ft) = 4.30 H (ft) = 0.385 DEPTH OF WATER (ft) = 0.19 SPREAD (ft) = 7.99 ' INLET NUMBER 31 DI-3A LENGTH 2.5 STATION 9+05 DRAINAGE AREA = 0.100 ACRES C VALUE _ .600 CA = 0.060 FOR THE FIRST SIDE ' SUM CA= 0.060 INT= 3.50 CFS= 0.210 CO= 0.000 GUTTER FLOW= 0.210 FOR THE OTHER SIDE SUM CA= 0.000 INT= 3.50 CFS= 0.000 CO= 0.000 GUTTER FLOW= 0.000 AT THE INLET SUM CA= 0.060 INT= 3.50 CFS= 0.210 CO= 0.000 GUTTER FLOW= 0.210 GUTTER SLOPE = 0.0050 FT/FT PAVEMENT CROSS SLOPE = 0.0184 FT/FT SPREAD AT A SLOPE OF .005 (ft./ft.) AND 0.21 (cfs) IS 4.48 (ft.) XXXXXXXXXX CURB INLET IN A SUMP XXXXXXXXXX P EFFEC. LENGTH (ft) = 4.30 H (ft) = 0.385 DEPTH OF WATER (ft) = 0.08 SPREAD (ft) = 4.16 INLET NUMBER 32 DI-3A LENGTH 2.5 STATION 10+02 DRAINAGE AREA = 0.110 ACRES C VALUE _ .900 CA = 0.099 DRAINAGE AREA = 0.030 ACRES C VALUE _ .200 CA = 0.006 FOR THE FIRST SIDE SUM CA= 0.105 INT= 3.50 CFS= 0.367 CO= 0.000 GUTTER FLOW= 0.367 FOR THE OTHER SIDE SUM CA= 0.000 INT= 3.50 CFS= 0.000 CO= 0.000 GUTTER FLOW= 0.000 AT THE INLET SUM- CA= 0.105 INT= 3.50 CFS= 0.367 CO= 0.000 GUTTER FLOW= 0.367 GUTTER SLOPE = 0.0110 FT/FT PAVEMENT CROSS SLOPE = 0.0500 FT/FT SPREAD AT A SLOPE OF .011 (ft./ft.) AND 0.37 (cfs) IS 2.55 (ft.) XXXXXXXXXX CURB INLET IN A SUMP XXXXXXXXXX P EFFEC. LENGTH (ft) = 4.30 H (ft) = 0.385 DEPTH OF WATER (ft) = 0.11 SPREAD (ft) = 2.22 Go INLET NUMBER 33 DI-38 LENGTH 12.0 STATION 10+87 DRAINAGE AREA = 0.140 ACRES C VALUE _ .800 CA = 0.112 ' SUM CA= 0.112 INT= 3.50 CFS= 0.392 C0= 0.000 GUTTER FLOW= 0.392 GUTTER SLOPE = 0.0625 FT/FT PAVEMENT CROSS SLOPE = 0.0208 FT/FT S, EAD W W/T SW SW/SX Eo a S'W SE /3.26 1.0 0.31 0.0208 1.0 0.62 1.0 0.083 0.073 XXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX REQUIRED LENGTH (ft) = 11.5 EFFICIENCY= 1.00 CFS INTERCEPTED= 0.39 CFS CARRYOVER= 0.00 INLET NUMBER 34 DI-3A LENGTH 2.5 STATION 0+94 DRAINAGE AREA = 0.100 ACRES C VALUE = .900 CA = 0.090 FOR THE FIRST SIDE SUM CA= 0.090 INT= 3.50 CFS= 0.315 CO= 0.000 GUTTER FLOW= 0.315 FOR THE OTHER SIDE SUM CA= 0.000 INT= 3.50 CFS= 0.000 CO= 0.000 GUTTER FLOW= 0.000 AT THE INLET SUM CA= 0.090 INT= 3.50 CFS= 0.315 CO= 0.000 GUTTER FLOW= 0.315 GUTTER SLOPE = 0.0116 FT/FT PAVEMENT CROSS SLOPE = 0.0208 FT/FT SPREAD AT A SLOPE OF .012 (ft./ft.) AND 0.31 (cfs) IS 4.12 (ft.) XXXXXXXXXX CURB INLET IN A SUMP XXXXXXXXXX P EFFEC. LENGTH (ft) = 4.30 H (ft) = 0.385 DEPTH OF WATER (ft) = 0.10 SPREAD (ft) = 4.83 INLET NUMBER 35 DI-3A LENGTH 2.5 STATION 0+55 DRAINAGE AREA = 0.500 ACRES C VALUE = .800 CA = 0.400 FOR THE FIRST SIDE SUM CA= 0.400 INT= 3.50 CFS= 1.400 CO= 0.000 GUTTER FLOW= 1.400 FOR THE OTHER SIDE SUM CA= 0.000 INT= 3.50 CFS= 0.000 CO= 0.000 GUTTER FLOW= 0.000 AT THE INLET SUM CA= 0.400 INT= 3.50 CFS= 1.400 CO= 0.000 GUTTER FLOW= 1.400 GUTTER SLOPE = 0.0208 FT/FT PAVEMENT CROSS SLOPE = 0.0118 FT/FT J SPREAD AT A SLOPE OF .021 (ft./ft.) AND 1.40 (cfs) IS' 9.22`,f t.) XXXXXXXXXX CURB INLET IN A SUMP XXXXXXXXXX P EFFEC. LENGTH (ft) = 4.30 H (ft) = 0.385 DEPTH OF WATER (ft) = 0.27 SPREAD (ft) = 23.00,' G / w INLET NUMBER 36 DI-3A LENGTH 2.5 STATION 2+50 DRAINAGE AREA = 0.200 ACRES C VALUE _ .700 CA = 0.140 ' FOR THE FIRST SIDE ' SUM CA= 0.140 INT= 3.50 CFS= 0.490 C0= 0.000 GUTTER FLOW= 0.490 -FOR THE OTHER SIDE SUM CA= 0.000 INT= 3.50 CFS= 0.000 C0= 0.000 GUTTER FLOW= 0.000 AT THE INLET SUM CA= 0.140 INT= 3.50 CFS= 0.490 CO= 0.000 GUTTER FLOW= 0.490 GUTTER SLOPE = 0.0118 FT/FT PAVEMENT CROSS SLOPE = 0.0077 FT/FT SPREAD AT A SLOPE OF .012 (ft./ft.) AND 0.49 (cfs) IS .9.04 (f .) XXXXXXXXXX CURB INLET IN A SUMP XXXXXXXXXX / P EFFEC. LENGTH (ft) = 4.30 H (ft) = 0.385 DEPTH OF WATER (ft) = 0.13 SPREAD (ft) = 17.50 INLET NUMBER 37 DI-3A LENGTH 2.5 STATION 2+92 DRAINAGE AREA = 0.050 ACRES C VALUE _ .900 CA = 0.045 FOR THE FIRST SIDE SUM CA= 0.045 INT= 3.50 CFS= 0.157 CO= 0.000 GUTTER FLOW= 0.157 FOR THE OTHER SIDE SUM CA= 0.000 INT= 3.50 CFS= 0.000 CO= 0.000 GUTTER FLOW= 0.000 AT THE INLET SUM CA= 0.045 INT= 3.50 CFS= 0.157 C0= 0.000 GUTTER FLOW= 0.157 GUTTER SLOPE = 0.0208 FT/FT PAVEMENT CROSS SLOPE = 0.0171 FT/FT SPREAD AT A SLOPE OF .021 (ft./ft.) AND 0.16 (cfs) IS 3.22 (ft.) XXXXXXXXXX CURB INLET IN A SUMP XXXXXXXXXX P EFFEC. LENGTH (ft) = 4.30 H (ft) = 0.385 DEPTH OF WATER (ft) = 0.06 SPREAD (ft) = 3.70 I (I Not ..wor , INLET NUMBER 38 DI-3A LENGTH 2.5 STATION 3+42 DRAINAGE AREA = 0.400 ACRES C VALUE _ .800 CA = 0.320 FOR THE FIRST SIDE , ' SUM CA= 0.320 INT= 3.50 CFS= 1.120 CO= 0.000 GUTTER FLOW= 1.120 FOR THE OTHER SIDE SUM CA= 0.000 INT= 3.50 CFS= 0.000 CO= 0.000 GUTTER FLOW= 0.000 AT THE INLET SUM CA= 0.320 INT= 3.50 CFS= 1.120 CO= 0.000 GUTTER FLOW= 1.120 GUTTER SLOPE = 0.0208 FT/FT PAVEMENT CROSS SLOPE = 0.0200 FT/FT SPREAD AT A SLOPE OF .021 (ft./ft.) AND 1.12 (cfs) IS! 6.09 (ft.) XXXXXXXXXX CURB INLET IN A SUMP XXXXXXXXXX P EFFEC. LENGTH (ft) = 4.30 H (ft) = 0.385 DEPTH OF WATER (ft) = 0.23 SPREAD (ft) A= 11.70 ¢ 1 INLET NUMBER 39 DI-3A LENGTH 2.5 STATION 12+85 DRAINAGE AREA = 0.600 ACRES C VALUE = .700 CA = 0.420 FOR THE FIRST SIDE SUM CA= 0.420 INT= 3.50 CFS= 1.470 CO= 0.000 GUTTER FLOW= 1.470 FOR THE OTHER SIDE SUM CA= 0.000 INT= 3.50 CFS= 0.000 CO= 0.000 GUTTER FLOW= 0.000 AT THE INLET SUM CA= 0.420 INT= 3.50 CFS= 1.470 CO= 0.000 GUTTER FLOW= 1.470 GUTTER SLOPE = 0.0208 FT/FT PAVEMENT CROSS SLOPE = 0.0500 FT/FT SPREAD AT A SLOPE OF .021 (ft./ft.) AND 1.47 (cfs) IS 3.80 (ft.) XXXXXXXXXX CURB INLET IN A SUMP XXXXXXXXXX P EFFEC. LENGTH (ft) = 4.30 H (ft) = 0.385 DEPTH OF WATER (ft) = 0.28 SPREAD (ft) = 5.61 i (, 3 INLET NUMBER 40 DI-3A LENGTH 2.5 STATION 14+25 DRAINAGE AREA = 0.400 ACRES C VALUE _ .700 CA = 0.280 FOR THE FIRST SIDE SUM CA= 0.280 INT= 3.50 CFS= 0.980 C0= 0.000 GUTTER FLOW= 0.980 FOR THE OTHER SIDE SUM CA= 0.000 INT= 3.50 CFS= 0.000 C0= 0.000 GUTTER FLOW= 0.000 AT THE INLET SUM CA= 0.280 INT= 3.50 CFS= 0.980 CO= 0.000 GUTTER FLOW= 0.980 GUTTER SLOPE = 0.0208 FT/FT PAVEMENT CROSS SLOPE = 0.0500 FT/FT SPREAD AT A SLOPE OF .021 (ft./ft.) AND 0.98 (cfs) IS 3.27 (ft.) XXXXXXXXXX CURB INLET IN A SUMP XXXXXXXXXX P EFFEC. LENGTH (ft) = 4.30 H (ft) = 0.385 DEPTH OF WATER (ft) = 0.21 SPREAD (ft) = 4.28 INLET NUMBER 41 DI-3A LENGTH 2.5 STATION 0+53 DRAINAGE AREA = 0.600 ACRES C VALUE _ .700 CA = 0.420 FOR THE FIRST SIDE SUM CA= 0.420 INT= 3.50 CFS= 1.470 CO= 0.000 GUTTER FLOW= 1.470 FOR THE OTHER SIDE SUM CA= 0.000 INT= 3.50 CFS= 0.000 CO= 0.000 GUTTER FLOW= 0.000 AT THE INLET SUM CA= 0.420 INT= 3.50 CFS= 1.470 CO= 0.000 GUTTER FLOW= 1.470 GUTTER SLOPE = 0.0208 FT/FT PAVEMENT CROSS SLOPE = 0.0500 FT/FT SPREAD AT A SLOPE OF .021 (ft./ft.) AND 1.47 (cfs) IS 3.80 (ft.) XXXXXXXXXX CURB INLET IN A SUMP XXXXXXXXXX P EFFEC. LENGTH (ft) = 4.30 H (ft) = 0.385 DEPTH OF WATER (ft) = 0.28 SPREAD (ft) = 5.61