7. PERBANDINGAN DEBIT BANJIR.xls

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Debit Banjir Kala Ulang 2 Tahun (Q2) DEBIT BANJIR METODE JAM KE Hidrograf Satuan Banjir Rancangan SNYDER (Metode Gama I, Nakayasu dan Snyder Alexsejev) GAMA 1 NAKAYASU ALEXSEJEV DAS Bendung Cipero 0 26.01
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   JAM KE DEBIT BANJIR METODEGAMA 1NAKAYASU 026.01 0.00 26.01 1187.09 3.28 71.50 2329.60 21.82 155.48 3327.55 71.54 218.77 4310.16 165.44 264.08 5288.66 258.00 296.67 6266.43 283.38 320.07 7228.98 260.11 332.05 8184.79 232.49 332.08 9150.22 204.57 325.45 10123.18 172.97 315.18 11102.02 138.75 302.95 1285.47 108.09 289.74 1372.52 85.43 276.15 1462.40 68.46 262.55 1554.47 55.88 249.18 1648.28 46.38 236.19 1743.43 38.83 223.67 1839.63 32.68 211.69 1936.67 27.69 200.26 2034.35 23.59 189.41 2132.53 20.18 179.13 2231.11 17.28 169.42 2330.00 14.79 160.26 2429.13 12.66 151.63 2528.45 10.84 143.51 2627.92 9.28 135.88 2727.50 7.94 128.72 2827.18 6.80 122.00 2926.92 5.82 115.70 3026.72 4.98 109.80 3126.57 4.26 104.27 3226.45 3.65 99.10 3326.35 3.13 94.25 3426.28 2.68 89.72 3526.22 2.29 85.49 3626.11 1.96 81.52 3726.07 1.68 77.82 3826.05 1.44 74.36 3926.03 1.23 71.13 4026.02 1.05 68.11 36 Qmax329.60 283.38 332.08 Debit Banjir Kala Ulang 2 Tahun (Q 2 ) SNYDER ALEXSEJE 0123456789101112131415161718192021222324252627282930313233343536373839400.00 50.00 100.00 150.00 200.00 250.00 300.00 350.00 Hidrograf Satuan Banjir Rancangan(Metode Gaa ! #a$a%a&u dan Sn%der 'le&eje)D'S Bendung *i+ero Q2 Metode Gama 1Q2 Metode NakayasuQ2 Metode Snyder Alexsejev Waktu (jam)    D  e   b   i   t   (  m      !   d  e   t   )   JAM KE DEBIT BANJIR METODEGAMA 1NAKAYASU 026.01 0.00 26.01 1242.24 4.40 87.07 2433.55 29.30 199.81 3430.80 96.03 284.78 4407.46 222.08 345.60 5378.60 346.34 389.34 6348.75 380.41 420.76 7298.48 349.17 436.85 8239.16 312.65 436.89 9192.75 277.53 427.98 10156.45 239.88 414.19 11128.05 201.59 397.77 12105.83 161.77 380.05 1388.45 126.89 361.80 1474.86 100.86 343.55 1564.22 81.58 325.60 1655.90 67.42 308.16 1749.39 56.32 291.35 1844.30 47.28 275.26 1940.32 39.94 259.93 2037.20 33.92 245.36 2134.76 28.93 231.56 2232.86 24.75 218.52 2331.37 21.19 206.22 2430.20 18.14 194.64 2529.29 15.53 183.74 2628.57 13.29 173.50 2728.01 11.38 163.89 2827.58 9.74 154.87 2927.24 8.34 146.41 3026.97 7.14 138.49 3126.76 6.11 131.07 3226.60 5.23 124.12 3326.47 4.48 117.62 3426.37 3.83 111.54 3526.29 3.28 105.85 3626.14 2.81 100.53 3726.09 2.40 95.56 3826.06 2.06 90.92 3926.04 1.76 86.58 4026.02 1.51 82.53 36 Qmax!33. 380.!1 !36.89 Debit Banjir Kala Ulang , Tahun (Q , ) SNYDER ALEXSEJE 0123456789101112131415161718192021222324252627282930313233343536373839400.00 50.00 100.00 150.00 200.00 250.00 300.00 350.00 400.00 450.00 500.00 Hidrograf Satuan Banjir Rancangan(Metode Gaa - #a$a%a&u dan Sn%der 'le&eje)D'S Bendung *i+ero Q Metode Gama 1Q Metode NakayasuQ Metode Snyder Alexsejev Waktu (jam)    D  e   b   i   t   (  m      !   d  e   t   )   JAM KE DEBIT BANJIR METODEGAMA 1NAKAYASU 026.01 0.00 26.01 1278.76 5.15 97.38 2502.37 34.24 229.16 3499.16 112.25 328.48 4471.88 259.59 399.57 5438.14 404.84 450.70 6403.26 444.66 487.43 7344.50 408.13 506.23 8275.16 365.45 506.28 9220.91 324.39 495.86 10178.48 280.39 479.74 11145.28 235.63 460.56 12119.31 189.09 439.84 1399.00 148.32 418.51 1483.11 117.89 397.17 1570.67 95.35 376.19 1660.95 78.81 355.81 1753.34 65.83 336.17 1847.39 55.27 317.36 1942.73 46.69 299.43 2039.09 39.65 282.40 2136.24 33.81 266.28 2234.02 28.93 251.04 2332.27 24.77 236.66 2430.91 21.20 223.12 2529.84 18.15 210.38 2629.01 15.53 198.41 2728.35 13.30 187.17 2827.84 11.38 176.63 2927.44 9.74 166.75 3027.13 8.34 157.48 3126.89 7.14 148.81 3226.69 6.11 140.69 3326.55 5.23 133.09 3426.43 4.48 125.98 3526.34 3.83 119.33 3626.17 3.28 113.12 3726.11 2.81 107.31 3826.07 2.41 101.88 3926.04 2.06 96.81 4026.02 1.76 92.07 36 Qmax 02.3# !!!.66 06.28 Debit Banjir Kala Ulang -. Tahun (Q -. ) SNYDER ALEXSEJE 0123456789101112131415161718192021222324252627282930313233343536373839400.00 50.00 100.00 150.00 200.00 250.00 300.00 350.00 400.00 450.00 500.00 550.00 Hidrograf Satuan Banjir Rancangan(Metode Gaa - #a$a%a&u dan Sn%der 'le&eje)D'S Bendung *i+ero Q1# Metode Gama 1Q1# Metode NakayasuQ1# Metode Snyder Alexsejev Waktu (jam)    D  e   b   i   t   (  m      !   d  e   t   )   JAM KE DEBIT BANJIR METODEGAMA 1NAKAYASU 026.01 0.00 26.01 1313.78 5.86 107.28 2568.39 38.99 257.32 3564.74 127.80 370.40 4533.67 295.56 451.35 5495.26 460.94 509.56 6455.54 506.28 551.38 7388.64 464.70 572.78 8309.69 416.10 572.83 9247.92 369.35 560.98 10199.61 319.25 542.63 11161.81 268.29 520.78 12132.24 215.29 497.19 13109.11 168.88 472.91 1491.02 134.23 448.61 1576.86 108.57 424.72 1665.79 89.73 401.51 1757.13 74.96 379.15 1850.35 62.92 357.74 1945.05 53.16 337.32 2040.91 45.14 317.94 2137.66 38.50 299.57 2235.12 32.94 282.22 2333.14 28.20 265.85 2431.59 24.14 250.44 2530.37 20.66 235.93 2629.42 17.69 222.31 2728.68 15.14 209.51 2828.10 12.96 197.51 2927.64 11.10 186.25 3027.29 9.50 175.71 3127.01 8.13 165.83 3226.79 6.96 156.58 3326.62 5.96 147.93 3426.49 5.10 139.84 3526.38 4.37 132.27 3626.19 3.74 125.19 3726.12 3.20 118.58 3826.08 2.74 112.40 3926.05 2.34 106.62 4026.02 2.01 101.22 36 Qmax 68.39 06.28 #2.83 Debit Banjir Kala Ulang 2. Tahun (Q 2. ) SNYDER ALEXSEJE 0123456789101112131415161718192021222324252627282930313233343536373839400.00 50.00 100.00 150.00 200.00 250.00 300.00 350.00 400.00 450.00 500.00 550.00 600.00 650.00 Hidrograf Satuan Banjir Rancangan(Metode Gaa - #a$a%a&u dan Sn%der 'le&eje)D'S Bendung *i+ero Q2# Metode Gama 1Q2# Metode NakayasuQ2# Metode Snyder Alexsejev Waktu (jam)    D  e   b   i   t   (  m      !   d  e   t   )
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