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HomeMy WebLinkAboutCT 01-05; CALAVERA HILLS VILLAGE W; SEWER CALCS; 2003-11-12• O'Day Consultants Inc. 2710 Loker Avenue West, Suite 100 Carlsbad, CA 92008 Tel: (760) 931-7700 Fax: (760) 931-8680 * * * * 'Inside Diameter ( 8.00 in.) * * * * * ----AAAAAAAAAAAAAAAAAAAAA A * * * Water * * * * * 1. 94 in.) 0.161 ft.) I I * v --------- Circular Channel Section RECEIVED NOV 1 2 2003 ENGINEERING DEPARTMENT Flowrate ................. . 0.130 CFS~ sB.?"'5 6 ld 111\lt rllt Velocity ................. . 1. 993 fps Pipe Diameter ............ . 8.000 inches Depth of Flow ............. . 1. 937 inches Depth of Flow ............ . 0.161 feet Critical Depth ........... . 0.165 feet Depth/Diameter (D/d) .... . 0.242 Slope of Pipe ............ . 0.500 % x-Sectional Area ......... . 0.065 sq. ft. Wetted Perimeter ......... . 0.686 feet AR"(2/3) ................. . 0.014 Mannings ' n ' ............. . 0.011 Min. Fric. Slope, 8 inch Pipe Flowing Full ..... . 0.008 !1,-0 j' , O'Day Consultants Inc. 2710 Loker Avenue West, Suite 100 Carlsbad, CA 92008 Tel: (760) 931-7700 Fax: (760) 931-8680 * * Inside Diameter ( 8.00 in.) * * * * * - ---AAAAAAAAAAAAAAAAAAAAA A Circular Channel Section Flowrate ................. . 0.132 CFS~ Velocity ................. . 2.002 fps Pipe Diameter ............ . 8.000 inches Depth of Flow ............ . 1.952 inches Depth of Flow ............ . 0.163 feet Critical Depth ........... . 0.167 feet Depth/Diameter (D/d) .... . 0.244 Slope of Pipe ............ . 0.500 % X-Sectional Area ......... . 0.066 sq. ft. Wetted Perimeter ......... . 0.689 feet ARA (2/3) ................. . 0.014 Mannings 'n' ............. . 0.011 Min. Fric. Slope, 8 inch Pipe Flowing Full ..... . 0.009 ~ 0 ~;'2.~(itU' IV¥\,IY\ Q'Day Consultants Inc. 2710 Loker Avenue West, Suite 100 Carlsbad, CA 92008 Tel: (760) 931-7700 Fax: (760) 931-8680 * * Inside Diameter 8.00 in.) * * * * * - ---AAAAAAAAAAAAAAAAAAAAA A * Water * * * * * 0.88 0.074 * * I * * I * v - ------- Circular Channel Section Flowrate ................. . 0.026 CFS Velocity ................. . 1.236 fps Pipe Diameter ............ . 8.000 inches Depth of Flow ............ . 0.884 inches Depth of Flow ............ . 0.074 feet Critical Depth ........... . 0.074 feet Depth/Diameter (D/d) .... . 0.111 Slope of Pipe ............ . 0.500 !1,. 0 x-Sectional Area ......... . 0.021 sq. ft. Wetted Perimeter ......... . 0.452 feet ARA (2/3) ................. . 0.003 Mannings 'n' ............. . 0.011 Min. Fric. Slope, 8 inch Pipe Flowing Full ..... . 0.000 ~ 0 in. ) ft. ) OIDay Consultants Inc. 2710 Loker Avenue West, Suite 100 Carlsbad, CA 92008 Tel: (760) 931-7700 Fax: (760) 931-8680 * * * * Inside Diameter ( 8.00 in.) * * * * * AAAAAAAAAAAAAAAAAAAAA Water * * * * * * * A * * 0.99 0.082 I I v ---- Circular Channel Section Flowrate .................................... 0.033 CFS Velocity .................................... 1.339 fps Pipe Diameter .......................... 8.000 inches Depth of Flow .......................... 0.985 inches Depth of Flow .......................... 0.082 feet Critical Depth ........................ 0.082 feet Depth/Diameter (D/d) 0.123 Slope of Pipe 0.500 l!-IO ........................ 0 X-Sectional Area .. .. .. .............. 0.025 sq . ft. Wetted Perimeter .................... 0.478 feet AR'A.(2/3) .................................... 0.003 Mannings Inl ............................ 0.011 Min. Fric. Slope, 8 inch Pipe Flowing Full ............ 0.001 % in. ) ft. ) Q'Day Consultants Inc. 2710 Loker Avenue West, Suite 100 Carlsbad, CA 92008 Tel: (760) 931-7700 Fax: (760) 931-8680 * * Inside Diameter 8.00 in.} * * * * * - ---AAAAAAAAAAAAAAAAAAAAA A * Water * * * * * 1.15 0.096 * * I * * I * v -------- Circular Channel Section Flowrate ............. ' .... . 0.045 CFS Velocity ................. . 1.456 fps Pipe Diameter ............ . 8.000 inches Depth of Flow ............ . 1.151 inches Depth of Flow ............ . 0.096 feet Critical Depth ........... . 0.096 feet Depth/Diameter (D/d) .... . 0.144 Slope of Pipe ............ . 0.500 % X-Sectional Area ......... . 0.031 sq. ft. Wetted Perimeter ......... . 0.519 feet AR"(2/3} ................. . 0.005 Mannings 'n' ............. . 0.011 Min. Fric. Slope, 8 inch Pipe Flowing Full ..... . 0.001 ~ 0 • in. } ft. } e - Q'Day Consultants Inc. 2710 Loker Avenue West, suite 100 Carlsbad, CA 92008 Tel: (760) 931-7700 Fax: (760) 931-8680 * * * * Inside Diameter 8.00 in.) * * * * * AAAAAAAAAAAAAAAAAAAAA Water * * * * * * * * * - -- - - -A 1.22 0.101 I I v - - Circular Channel Section Flowrate ................. . 0.050 CFS Velocity ................. . 1.494 fps Pipe Diameter ............ . 8.000 inches Depth of Flow ............ . 1.216 inches Depth of Flow ............ . 0.101 feet Critical Depth ........... . 0.101 feet Depth/Diameter (D/d) .... . 0.152 Slope of Pipe ............ . 0.500 ~ 0 x-sectional Area ......... . 0.033 sq. ft. Wetted Perimeter ......... . 0.534 feet AR'" (2/3) ................. . 0.005 Mannings ' n ' ............. . 0.011 Min. Fric. Slope, 8 inch Pipe Flowing Full ..... . 0.001 ~ 0 in. ) ft. ) • • O'Day Consultants Inc. 2710 Loker Avenue West, Suite 100 Carlsbad, CA 92008 Tel: (760) 931-7700 Fax: (760) 931-8680 * * . Inside Diameter 8.00 in.) * * * * * - ---AAAAAAAAAAAAAAAAAAAAA A * Water * * * * * 1.68 0.140 * * I * * I * v ------ Circular Channel Section Flowrate ................. . 0.098 CFS· Velocity ................. . 1.832 fps Pipe Diameter ............ . 8.000 inches Depth of Flow ............ . 1. 685 inches Depth of Flow ............ . 0.140 feet Critical Depth ........... . 0.143 feet Depth/Diameter (D/d) .... . 0.211 Slope of Pipe ............ . 0.500 2-0 x-Sectional Area ......... . 0.054 sq. ft. Wetted Perimeter ......... . 0.636 feet AR" (2/3) ................. . 0.010 Mannings 'n' ............. . 0.011 Min. Fric. Slope, 8 inch Pipe Flowing Full ..... . 0.005 % in. ) ft. ) • Site Volume Table: Unadjusted Cut Fill Net yards yards yards Method ======================================================================== Site: kh-w2 Stratum: Stratum: Stratum: Stratum: Stratum: Stratum: Stratum: Stratum: Stratum: kh-w2 fgw1k eg30 189286.79 639880.25 450593.46 190608.28 641383.66 450775.39 wtest fg-w2 fgw1k 9040.70 171949.12 162908.42 kh-wu fgw1k kjunk 199424.08 0.00 199424.08 kh-w eg30 kh-w 737701.43 117525.34 620176.09· kh-wm eg30 kh-wm 720346.14 125384.29 594961. 85 fg-w7 eg30 fg-w7 656573.49 100757.73 555815.77 kh-w3 eg30 kh-w3 650878.52 105012.69 545865.83 khw3f kh-wm kh-w3 88207.56 153169.78 64962.22 -w3 16359.78 LoW~12. 0.4' "J2) BALANC.£ ~ 4' (25Ac..)( "'3Sf90Sr/A~) 1! j(P1 /33 G'( ?7 (F) Grid (F) Composite (F) Grid (C) Grid (C) Grid (C) Grid (C) Grid (C) Grid (F) Grid (F) Grid • •