DESIGN OF IRRIGATION CHANNELS IN MOHAMMARA AKKAR MOHAFAZA VOLUME 1 DETAILED DESIGN DRAWINGS JULY, 2017
X= 293500 Y=39500 X= 293000 X= 292500 X= 292000 X= 291500 X= 291000 X= 290500 PROPOSED IRRIGATION CHANNEL Y=39000 mm Y=38500 mm 1000X300 mm 800X600 mm mm Y=38000 mm Y=37500 Y=37000 MOHAMMARA IRRIGATION CHANNELS GENERAL LAYOUT PLAN 1/5000 @ A1 P 1712A GEN 002
Y=38900 X= 292600 X= 292500 X= 292400 X= 292300 X= 292200 X= 292100 X= 292000 X= 291900 Y=38800 EXISTING CONCRETE CHANNEL EXISTING EARTH CHANNEL EXISTING ROAD GREEN HOUSE SS.18 272.33 SURVEY STATION POINT ELEVATION Y=38700 Y=38600 Y=38500 Y=38400 MOHAMMARA TOPOGRAPHICAL SURVEY PLAN SHEET 1 OF 3 1/1000 @ A1
Y=38500 X= 291600 X= 291500 X= 291400 X= 291300 X= 291200 X= 291100 X= 291000 Y=38400 EXISTING CONCRETE CHANNEL EXISTING EARTH CHANNEL EXISTING ROAD GREEN HOUSE SS.18 272.33 SURVEY STATION POINT ELEVATION Y=38300 Y=38200 Y=38100 Y=38000 MOHAMMARA TOPOGRAPHICAL SURVEY PLAN SHEET 2 OF 3 1/1000 @ A1
X= 292500 X= 292400 X= 292300 X= 292200 X= 292100 X= 292000 X= 291900 Y=38100 EXISTING CONCRETE CHANNEL EXISTING EARTH CHANNEL EXISTING ROAD GREEN HOUSE SS.18 272.33 SURVEY STATION POINT ELEVATION Y=38000 Y=37900 Y=37800 Y=37700 MOHAMMARA TOPOGRAPHICAL SURVEY PLAN SHEET 3 OF 3 Y=37600 1/1000 @ A1
Y=38900 X= 292600 X= 292500 X= 292400 X= 292300 X= 292200 X= 292100 X= 292000 X= 291900 Y=38800 EXISTING CONCRETE CHANNEL PROPOSED EXISTING EARTH OPEN IRRIGATION CHANNEL CONCRETE CHANNEL PROPOSED EXISTING ROAD COVERED IRRIGATION CONCRETE CHANNEL EXISTING GREEN HOUSE ROAD SS.18 272.33 GREEN SURVEY HOUSE STATION PROPOSED POINT ELEVATION SLUICE GATE TYPE 1 PROPOSED SLUICE GATE TYPE 2 Y=38700 Discharge Point A A-5 A-4 A-3 Line A A-2 A-1 Y=38600 Y=38500 Y=38400 MOHAMMARA IRRIGATION CHANNELS LAYOUT PLAN LINE A SHEET 1 OF 3 1/1000 @ A1
Y=38500 X= 291600 X= 291500 X= 291400 X= 291300 X= 291200 X= 291100 X= 291000 Y=38400 Discharge Point C C-41 EXISTING CONCRETE CHANNEL PROPOSED EXISTING EARTH OPEN IRRIGATION CHANNEL CONCRETE CHANNEL C-40 PROPOSED EXISTING ROAD COVERED IRRIGATION CONCRETE CHANNEL C-39 EXISTING GREEN HOUSE ROAD C-38 C-37 C-36 C-35 SS.18 272.33 GREEN SURVEY HOUSE STATION PROPOSED POINT ELEVATION SLUICE GATE TYPE 1 PROPOSED SLUICE GATE TYPE 2 C-34 C-33 C-32 C-31 C-30 C-29 C-28 Y=38300 C-27 C-26 C-25 C-24 C-23 C-22 Line C C-21 C-20 C-19 C-18 C-17 Y=38200 C-16 C-15 C-14 C-13 C-12 Y=38100 C-11 C-10 C-9 C-8 C-7 1000X300 C-6 C-5 C-4 C-3 C-2 C-1 B-1 B-2 B-3 B-4 B-5 B-6 B-7 B-8 B-9 B-13 B-11B-12 B-10 B-14 B-15 B-16 Discharge Point B21 B-21-2 Line B-21 B-21-1 B-21 B-20 B-19 B-18 B-17 Line B B-22 B-24 B-23 B-25 B-29 B-28 B-27 B-26 B-31 B-30 B-33 B-32 Discharge Point B B-40 B-35 B-36 B-37 B-38 B-39 B-34 Y=38000 MOHAMMARA IRRIGATION CHANNELS LAYOUT PLAN LINE B AND LINE C SHEET 2 OF 3 1/1000 @ A1
X= 292500 X= 292400 X= 292300 X= 292200 X= 292100 X= 292000 X= 291900 Y=38100 EXISTING CONCRETE CHANNEL PROPOSED EXISTING EARTH OPEN IRRIGATION CHANNEL CONCRETE CHANNEL Discharge Point D D-18 PROPOSED EXISTING ROAD COVERED IRRIGATION CONCRETE CHANNEL EXISTING GREEN HOUSE ROAD D-17 SS.18 GREEN SURVEY HOUSE STATION D-16 D-15 272.33 PROPOSED POINT ELEVATION SLUICE GATE TYPE 1 PROPOSED SLUICE GATE TYPE 2 Y=38000 D-14 D-13 D-12 D-11 Line D D-10 D-9 D-8 D-7 D-6 Y=37900 D-5 D-4 D-3 800X600 D-2 D-1 Discharing Point E E-10 E-9 E-8 E-7 E-6 E-5 Line E E-4 E-3 E-2 E-1 Y=37800 Y=37700 MOHAMMARA IRRIGATION CHANNELS LAYOUT PLAN LINE D AND LINE E SHEET 3 OF 3 Y=37600 1/1000 @ A1
B-21-1 B-21-2 0+000.00 0+032.23 0+054.38 0+06 0+076.42 0+11 A-1 A-2 A-3 A-4 A-5 66.0 64.0 Section Size (mm) 600 x 400 Material Concrete Slope (%) 0.5% 0.4% 0.5% 0.4% 0.5% Ground Level (m) Invert Level (m) Depth to Invert (m) Length (m) 32.23 22.16 6.02 16.02 33.88 Station 0.36 0.35 0.36 0.32 65.20 65 64.96 64.93 64.86 64.70 65.50 65.41 65.31 65.29 65.18 65.10 DATUM 62.00 LINE A 76.0 74.0 Section Size (mm) 600 x 400 Material Concrete Slope (%) 8.2% 8.9% 4.2% Ground Level (m) Invert Level (m) Depth to Invert (m) 4.25 Length (m) 14.03 14.85 Station 0+000.00 76.92 77.32 0+004.25 76.57 76.97 0+018.28 0+033.13 75.32 74.69 75.72 79 DATUM 72.00 LINE B-21 Discharge Point B21 C-1 C-2 C-3 C-4 C-5 C-6 C-7 C-8 C-9 C-10 C-11 C-12 C-13 C-14 C-15 C-16 C-17 C-18 C-19 C-20 C-21 C-22 C-23 C-24 C-25 C-26 C-27 C-28 C-29 C-30 C-31 C-32 C-33 C-34 C-35 C-36 C-37 C-38 C-39 C-40 C-41 89.0 87.0 Section Size (mm) 1000 x 300 600 x300 Material Concrete Slope (%) 0.1% 0.1% 0.1% 0.2% 0.1% 0.3% 0.1% 0.2% 0.1% 0.2% 0.1% 0.2%0.1% 0.1% 0.1% Ground Level (m) Invert Level (m) Depth to Invert (m) Length (m) 9.206.69 9.26 11.41 8.04 10.857.68 9.76 12.34 13.88 13.41 14.82 10.38 9.92 16.71 10.63 11.18 16.41 16.81 20.35 12.96 14.48 5.26 2.89 8.38 18.45 12.65 14.29 2.70 5.36 9.66 11.67 14.45 11.77 5.69 11.26 16.52 11.18 3.57 Station 0+000.00 0+009.20 0+015.89 0+016.90 0+017.85 0+027.11 0+038.52 0+046.56 0+057.41 0+068 0+074.84 0+087.18 0+101.06 0+114.48 0+129.30 0+139.68 0+149.60 0+166.31 0+176.94 0+188.12 0+204.53 0+221.34 0+241.69 0+254.65 0+269.13 0+274.40 0+277.29 0+285.67 0+304.11 0+316.77 0+331.06 0+333.76 0+339.13 0+348.79 0+360.46 0+374.91 0+386.68 0+392.37 0+403.63 0+420.15 0+431.33 0+434.90 0.35 0.36 0.37 0.37 0.34 0.34 0.37 0.36 0.36 0.39 0.39 0.41 0.43 0.39 0.42 0.41 0.44 0.41 0.32 0.45 0.43 0.45 0.38 0.39 0.44 0.41 0.42 0.39 0.36 0.35 0.50 87.75 87.74 87.73 87.73 87.73 87.72 87.71 87.70 87.69 87.68 87.68 87.66 87.65 87.64 87.62 87.61 87.60 87.58 87.57 87.56 87.55 87.53 87.51 87.50 87.48 87.48 87.47 87.46 87.45 87.43 87.42 87.42 87.41 87.40 87.39 87.38 87.36 87.36 87.35 87.33 87.32 87.32 88.05 88.09 88.09 88.10 88.10 88.06 88.05 88.07 88.05 88.08 88.04 88.06 88.04 88.03 88.03 88.04 87.99 88.00 87.97 87.96 87.95 87.93 87.92 87.90 87.92 87.89 87.79 87.91 87.88 87.88 87.80 87.81 87.85 87.80 87.80 87.78 87.78 87.76 87.74 87.69 87.67 87.82 DATUM 80 LINE C B-21 Discharge Point C B-1 B-2 B-3 B-4 B-5 B-6 B-7 B-8 B-9 B-10 B-11 B-12 B-13 B-14 B-15 B-16 B-17 B-18 B-19 B-20 B-21 B-22 B-23 B-24 B-25 B-26 B-27 B-28 B-29 B-30 B-31 B-32 B-33 B-34 B-35 B-36 B-37 B-38 B-39 84.0 82.0 80.0 78.0 76.0 74.0 B-40 Discharge Point B Discharge Point A 88.0 86.0 600 x 400mm I.L.= 76.92 Section Size (mm) 600 x 400 Material Concrete Slope (%) 2.7% 4.9% 4.5% 7.8% 14.4% 6.1% 2.9%9.3% 0.6% 0.3% 9.8% 8.1% 5.5% 9.5% 6.4% 6.0% 2.8% 2.9% 3.6% 4.0% 7.9% 3.3% 3.0% 0.8% 0.5% 2.1% 2.6% 0.6% 0.5% 0.4% 0.5% 0.3% 0.6% 0.5% 1.6% 3.0% Ground Level (m) Invert Level (m) Depth to Invert (m) Length (m) 3.74 8.21 12.83 14.21 6.6812.06 12.82 6.32 5.24 3.70 5.89 9.24 13.21 11.58 17.85 15.22 6.90 6.87 3.65 3.99 6.34 8.14 8.73 8.5510.02 7.60 7.61 5.31 7.98 7.13 12.76 6.39 4.22 3.20 6.84 6.06 7.35 15.21 10.44 2.30 Station 0+000.00 0+003.74 0+011.94 0+024.77 0+038.98 0+045.66 0+057.72 0+070.53 0+076.85 0+082.09 0+085.80 0+091.69 0+100.93 0+114.14 0+125.72 0+143.57 0+158.79 0+165.69 0+172.57 0+176.21 0+180.20 0+186.54 0+187.59 0+195.73 0+204.46 0+213.01 0+223.02 0+230.62 0+238.23 0+243.54 0+251.51 0+258.64 0+271.40 0+277.79 0+282.01 0+285.21 0+292.05 0+298.11 0+305.47 0+320.68 0+331.12 0+333.42 0.41 0.49 0.44 0.41 0.45 0.47 0.53 1.11 0.91 0.72 0.72 0.63 0.67 0.59 87.71 87.61 87.21 86.63 85.52 84.56 83.82 83.45 82.86 82.83 82.82 82.24 81.49 80.76 79.66 78.52 77.60 77.41 77.21 77.08 76.92 76.35 76.08 75.82 75.75 75.70 75.54 75.34 75.31 75.27 75.24 75.17 75.14 75.12 75.11 77 74 70 74.93 74.76 74.69 88.11 88.01 87.61 87.03 85.92 84.96 84.22 83.85 83.26 83.24 83.31 82.64 81.89 81.16 80.06 78.92 78.00 77.81 77.61 77.48 77.32 76.75 76.48 76.22 76.15 76.14 75.94 75.74 75.72 75.72 75.71 75.70 76.25 76.03 75.83 75.79 75.67 75.67 75.52 75.16 79 DATUM 72.00 LINE B 600 x 400mm I.L.= 76.92 1. PROFILES SHOULD BE READ IN CONJUNCTION WITH LAYOUT PLANS 2. ALL SIZES ARE IN MILLIMETERS (AND ELEVATIONS IN METERS) UNLESS OTHERWISE SPECIFIED MOHAMMARA IRRIGATION CHANNELS PROFILES LINES A, B, B 21 AND C V:1/100 H:1/1000 @ A1 P 1712A PRO 301
D-1 D-2 D-3 D-4 D-5 D-6 D-7 D-8 D-9 D-10 D-11 D-12 D-13 D-14 D-15 D-16 D-17 D-18 51.0 49.0 47.0 Section Size (mm) 800 X 600 600 x 300 Material Concrete Slope (%) 1.5% 0.3% 0.7% 1.1% 2.1% 0.9% 1.5% 1.2% 0.8% 1.7% 1.6% 1.4%1.1% 1.5% 1.7%0.3% Ground Level (m) Invert Level (m) Depth to Invert (m) Length (m) 16.29 7.54 12.64 9.59 10.92 5.71 10.48 6.12 9.06 14.51 6 14.29 15.90 13.30 5.23 9.47 11.527.17 Station 0+000.00 0+016.29 0+023.83 0+036.47 0+046.06 0+056.98 0+062.69 0+073.17 0+079.29 0+088.36 0+102.87 0+117.93 0+132.22 0+148.12 0+161.42 0+166.65 0+176.12 0+187.64 0+194.81 0.60 0.60 0.61 0.63 0.60 0.57 49.93 49.69 49.67 49.63 49.56 49.44 49.32 49.23 49.14 49.03 48.91 48.66 48.43 48.18 48.00 47.94 47.80 47.60 47.58 50.53 50.29 50.28 50.26 50.16 49.74 49.62 49.53 49.44 49.33 49.21 48.96 48.73 48.48 48.30 48.24 48.10 47.90 48.15 DATUM 40 LINE D Discharge Point D E-1 E-2 E-3 E-4 E-5 E-6 51.0 Section Size (mm) 600 x 300 Material Concrete Slope (%) 1.2% 1.7%0.4%0.3% 0.7% 1.6% 0.4%0.6% 0.5% Ground Level (m) Invert Level (m) Depth to Invert (m) Length (m) 9.53 10.79 8.36 9.546.87 8.67 4.94 2.40 1.73 1.94 Station 0+000.00 0+009.53 0+020.33 0+028.68 0+038.23 0+049 0+053.76 0+058.70 0+061.10 0+062.82 0+064.76 0.33 0.20 0.16 0.15 51.65 51.54 51.36 51.33 51.30 51.25 51.11 51.09 51.08 51.07 51.06 51.95 51.84 51.66 51.66 51.60 51.55 51.41 51.39 51.28 51.23 51.21 DATUM 49.00 LINE E E-7 E-8 E-9 E-10 Discharing Point E 1. PROFILES SHOULD BE READ IN CONJUNCTION WITH LAYOUT PLANS 2. ALL SIZES ARE IN MILLIMETERS (AND ELEVATIONS IN METERS) UNLESS OTHERWISE SPECIFIED MOHAMMARA IRRIGATION CHANNELS PROFILES LINES D AND E V:1/100 H:1/1000 @ A1 P 1712A PRO 302
1 ALL DIMENSIONS ARE IN CENTIMETERS UNLESS OTHERWISE SPECIFIED ON DRAWING 2 CONCRETE SHALL BE NORMAL PORTLAND CEMENT TYPE 5 V, THE SPECIFIED 28 DAYS CYLINDRICAL COMPRESSIVE STRENGTH OF REINFORCED CONCRETE A A B B C C = 280KG/CM² AND OF BLINDING AND MASS CONCRETE = 150KG/CM². 3 ALL REINFORCING STEEL BARS SHALL BE DEFORMED HIGH GRADE STEEL (GRADE 60) HAVING A MINIMUM YIELD STRENGTH OF 4200KG/CM², AND MILD STEEL HAVING A MINIMUM YIELD OF 2800KG/CM². 50.0 50.0 50.0 80.0 60.0 60.0 60.0 30.0 30.0 30.0 30.0 60.0 45 40.0 80.0 40.0 40.0 60.0 30.0 30.0 100.0 50.0 50.0 80.0 60.0 40.0 30.0 5 5 TYPICAL DETAILS SHEET 1 OF 2 N.T.S. P 1712A DET 401
1 ALL DIMENSIONS ARE IN CENTIMETERS UNLESS OTHERWISE SPECIFIED ON DRAWING 2 CONCRETE SHALL BE NORMAL PORTLAND CEMENT TYPE 5 V, THE SPECIFIED 28 DAYS CYLINDRICAL COMPRESSIVE STRENGTH OF REINFORCED CONCRETE = 280KG/CM² AND OF BLINDING AND MASS CONCRETE = 150KG/CM². 3 ALL REINFORCING STEEL BARS SHALL BE DEFORMED HIGH GRADE STEEL (GRADE 60) HAVING A MINIMUM YIELD STRENGTH OF 4200KG/CM², AND MILD STEEL HAVING A MINIMUM YIELD OF 2800KG/CM². C C B T D H E W NOTE: 1 DIMENSIONS OF THE SLUICE GATE VARY ACCORDING TO THE SIZE OF THE PROPOSED CHANNEL 2 TYPE 1 = MANUAL STEEL SLUICE GATE SMALL SIZE 3 TYPE 2 = MANUAL STEEL SLUICE GATE WIDTH ACCORDING TO CHANNEL 600MM < WIDTH < 1000 3 100.0 3 TYPICAL DETAILS SHEET 2 OF 2 N.T.S. P 1712A DET 402