perhitungan drainase

IrigasiTabel 2. Perhitungan Dimensi Saluran IrigasiNoBangunanPetak TersierApetak tersierQtersierSaluranQsalurannAH=BH=BdipakaimAbarunbaruPRKiCEK Aha(l/det)(m3/det)(m3/det)m/detm2mmm2m/detmmm1G.3 Kn1452290.2290.2290.3260.7020.5920.6010.7200.3182.2680.317450.0002310.7022G.3 Kr801570.1570.1570.3020.5190.5100.5510.6050.2601.9510.310450.0001580.5193B.G3SS Gumbil ruas 30.3360.3680.9130.6760.7010.9800.3432.5870.379450.0002120.9134G.2 Kn Kn781510.1510.1510.3000.5030.5010.5010.5000.3021.9200.260450.0002710.5035G.2 Kn Kr59126.50.12650.1270.2880.4390.4680.5010.5000.2531.7930.279450.0001740.4396G.2 Kr501130.1130.1130.2820.4010.4480.4510.4050.2791.7150.236450.0002630.4017B.G2SS Gumbil ruas 20.5650.4631.2200.7810.8011.2800.4412.9900.428450.0002981.2208G.1 Kr1131920.1920.1920.3140.6110.5530.5510.6050.3172.1170.286450.0002640.6119B.G1SS Gumbil ruas 10.6980.4901.4260.8440.8511.4450.4833.2320.447450.0003371.42610P.4 Kn911660.1660.1660.3050.5440.5210.5510.6050.2741.9960.303450.0001830.54411P.4 Kr1132160.2160.2160.3220.6710.5790.6010.7200.3002.2170.325450.0001990.671S729

DrainaseTabel 2. Perhitungan Dimensi Saluran IrigasiNoBangunanSaluranPetak TersierApetak tersierDmQmKHsLiLH=BdipakaiAnhalt/dt/ha(lt/det)(m3/det)mmmmm2m/det1B.G.1G.1 Kr1135.58699.8120.700Ruas 22B.G.2G.2 Kr505.58330.5230.331Ruas 31030.3351.03014631523.480.00196917580.801.280.805

Qh0.00570518230.1Hulu2420.03622564980.2Hilir2390.10680531740.30.23001853820.40.41705135880.50.67817149270.61.02297330890.71.46052667830.81.99947611620.92.64811106313.41441801711.14.30612056361.25.33071096191.36.49547562651.47.80751606421.59.27376634241.6

Sheet2120.26226.1346.64482.27593.93643.76787.52845445.481523.48Q1.030