Data-DataPerencanaan Mercu BendungUWL= 155,915 mDWL= 153,915 mQ= 4,08719 mToleransi Tinggi= 1,5 mKontur= 110 m

1. Elevasi mercu= 267,41549 ma. Tinggi MercuTampak Hulu= 5 m Tampak Hilir= 6,5 mb. Elevasi Dasar BendungElevasi Hulu= 262,4155 mElevasi Hilir= 260, 9155 m

2. Lebar Efektif BendungLebar Sungai= 100 mLebar Bendung (Bb)= 120 mLebar Pembilas Total= 12 mLebar Satu Lobang (Undersluice)= 2,4 mLebar Pilar Pembilas= 1,5 mJari-Jari Pilar Pembilas (Hulu)= 0,75 mJari-Jari Pilar Pembilas (Hilir)= 3 mJumlah Pilar= 3Jumlah Pintu Pembilas= 3

Be= Bb 20% (b t)Bb= Panjang mercu bruto= 120 mb= Jumlah lebar bruto pembilas= 12mbp= Lebar pilar= 1,5 mt= Jumlah pilar-pilar pembilas= 3Be = 118,52 m

3. Tinggi Muka Air Banjir di UdikQd = C . be . He1,5Qd= 1878,6581 m3/detikBe= 118,52 mC= 2He= 3,975 m

Muka air banjir hulu = 155,9155 + 3,98 + 110= 269,8905 mElevasi Dinding Bendung= 271,39 mW= 1,5 mMuka air banjir hilir= 155,92Elevasi Dinding Bendung= 156,92W= 1Jari-Jari pelimpah= 1,19252 m

Perencanaan IntakeData-DataQ Intake= 4,087 m3/dtHe Intake= 3,9751 mZ= 0,2 m= 1,7

1. Menentukan parameter-parameter IntakeQ = . B . a . (2 . 9,18 . z)^0.5maka :B= 0,6107 mA= 2,4274008 m2V= 1,6837725 m/dt

Pintu SorongLebar Pintu Intake= 2 mJumlah Pintu= 2 buahJumlah= 1 buah

2. Meneukan Diameter Butir LolosV= 1,68377 m/dQs= 2,65

V = 0,396 . {(Qs -1) d }1/2

maka d = 10,957022 mm

Perencanaan Peredan EnergiData-DataQd= 797,17081 m3/dtHe= 3,9750557 mZ= 6,5 mB=96 m

1. Menentukan kecepatan aliran di kaki Bendung

V1= maka V = 9,4092881 m/dt

2. Menetukan tinggi Energi

D1= maka D = 0,8825176 m

3. Menetukan Angka Froude

Fr= maka nilai Fr= 3,1978

L/Y2= 5,2

D2= maka :D2= 3,0154 mL,= 15,6804 m

RAYAPAN

Garis LinePanjang Rembesan ( m )

VertikalHorisontal1/3 Horisontal

A - B2.00-

B - C-0.500.17

C - D1.73-

D - E-4.631.54

E - F1.13-

F - G-0.560.19

G - H1.13-

H - I-5.001.67

I - J1.13-

J - K-0.560.19

K - L1.13-

L - M-5.001.67

M - N1.13-

N - O-0.560.19

O - P1.13-

P - Q-1.000.33

Q - R3.50-

R - S-0.500.17

S - T2.23-

T - U-3.921.31

U - V1.00-

V - W-0.800.27

W - X1.00-

X - Y-1.450.48

Y - Z0.50-

Z - 1'-8.552.85

1' - 2'0.95-

2' - 3' -0.300.10

3' - 4' 2.37-

Jumlah22.0633.3311.11

Panjang Rayapan MinimumDataElevasi Mercu= 267,4155 mTinggi Mercu Hulu= 5 mTinggi gigi olakan= 0,9 mElevasi Olakan= 261,5 mH= 5,9 mc= 4

c

Panjang Rayapan (Lb)= 23,53 mPanjang RembesanLv= 22,06 mLh= 33.33 m

Nilai Rayapan Rencana (Lp)= 33,17>23,53 -- OK

PTTNoBulanSatuanOktoberNovemberDesemberJanuariFebruariMaretAprilMeiJuniJuliAgustusSeptemberOktoberPeriodeIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1Pola Tata Tanaman (PTT dari soal)PLPadi 1PL 2Padi 2jagung

2Koefisien Tanaman (Tabel/gambar koefisien tanaman)1.101.151.181.281.361.381.321.231.121.101.151.181.281.361.381.321.231.120.590.850.961.051.031.021.011.000.950.951.101.151.181.281.361.381.321.231.121.101.151.181.281.361.381.321.231.120.590.850.961.051.031.021.011.001.000.951.101.151.181.281.361.381.321.231.121.101.151.181.281.361.381.321.231.120.590.850.961.051.031.021.013Rerata Koef. Tanaman (Rerata kolom 2)0.980.951.101.131.141.201.271.341.351.311.221.181.121.101.131.141.201.271.341.351.311.221.180.860.720.800.951.011.031.021.010.994Evaporasi Koef. Tanaman (Data)mm/hr6.5117.2197.2197.2195.5095.5095.5095.5125.5125.5126.1146.1146.1145.3815.3815.3815.4005.4005.4004.9924.9924.9924.2104.2104.2105.1005.1005.1005.0255.0255.0256.6106.6106.6106.5116.5115Penggunaan Air Konsumtif (PAK) (3) x(4)mm/hr6.3486.8580.0000.0006.0606.1976.2986.6327.0187.3868.2748.0097.4796.3236.0270.0000.0005.9406.0755.7086.0076.3575.6425.6985.5166.2405.9934.3613.6184.0204.7906.6986.8306.7426.5766.4246Rasio Luas P.A.K (diketahui dari PTT)0.8330.5000.1670.0000.1670.5000.8331.0001.0001.0001.0001.0001.0000.8330.5000.1670.0000.1670.5000.8331.0001.0001.0001.0001.0001.0000.8330.6670.6670.8331.0001.0001.0001.0001.0001.0007PAK dengan ratio luas (5) x(6)mm/hr5.2903.4290.0000.0001.0103.0995.2496.6327.0187.3868.2748.0097.4795.2693.0140.0000.0000.9903.0384.7566.0076.3575.6425.6985.5166.2404.9942.9072.4123.3504.7906.6986.8306.7426.5766.4248Keb. untuk penyiapan lahan( interpolasi (eto+1,1)P)12.37012.95912.95912.95911.54911.54911.54911.55111.55111.55112.02012.02012.02011.46511.46511.46511.47811.47811.47811.16611.16611.16610.58310.58310.58311.26211.26211.26211.19511.19511.19512.45212.45212.45212.37012.3709Rasio Luas PL (diketahui dari PTT)0.1670.5000.8331.0000.8330.5000.1670.1670.5000.8331.0000.8330.5000.1670.1670.3330.3330.16710PL dengan Ruas Rasio (8) x(9)mm/hr2.0626.48010.79912.9599.6245.7751.9251.9115.7339.55411.4789.5655.7391.8611.8773.7543.7321.86611Perkolasi (berdasarkan jenis tanah)mm/hr1.9171.1500.3830.0000.3831.1501.9172.3002.3002.3002.3002.3002.3001.9171.1500.3830.0000.3831.1501.9172.3002.3002.3002.3002.3002.3001.9171.5331.5331.9172.3002.3002.3002.3002.3002.30012WLR (50/45)mm/hr1.1111.1111.1110.5561.1111.1111.1110.55613Rasio Luas Total (6)+(9)1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.00014WLR dengan Rasio Luas (12*(6)mm/hr0.0000.0000.0000.0000.1850.5560.9260.5560.0000.0000.0000.0000.0000.0000.0000.0000.0000.1850.5560.4630.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.00015Kebutuhan Air (7)+(10)+(11)+(14)mm/hr9.26911.05911.18312.95911.20310.57910.0169.4889.3189.68610.57410.3099.7799.0979.8969.93811.47811.12310.4828.9978.3078.6577.9427.9987.8168.5408.7888.1947.6777.1327.0908.9989.1309.0428.8768.72416Curah Hujan Efektif (Perhitungan CHE)mm/hr7.0916.50019.5006.7270.0002.2003.4557.7002.60013.9090.0002.0005.00012.30014.2007.72715.7000.0000.6366.0006.2000.0006.5004.8000.0000.0006.4002.5450.0000.0000.0005.2000.0000.0002.5000.40017Kebutuhan Air Bersih di Sawah ((15-(16) x 10000/(24 x 60 x 60)lt/dt/ha0.2520.528-0.9630.7211.2970.9700.7590.2070.778-0.4891.2240.9620.553-0.371-0.4980.256-0.4891.2871.1400.3470.2441.0020.1670.3700.9050.9880.2760.6540.8890.8260.8210.4401.0571.0470.7380.96318Efisiensi Irigasi (Data Efisiensi Saluran)0.7030.7030.7030.7030.7030.7030.7030.7030.7030.7030.7030.7030.7030.7030.7030.7030.7030.7030.7030.7030.7030.7030.7030.7030.7030.7030.7030.7030.7030.7030.7030.7030.7030.7030.7030.70319Keb. Air di intake (17)/(18)lt/dt/ha0.3590.751-1.3691.0261.8441.3791.0800.2941.106-0.6951.7411.3680.787-0.527-0.7090.364-0.6951.8311.6210.4930.3471.4250.2370.5271.2871.4060.3930.9301.2641.1741.1670.6251.5031.4891.0501.370Perkolasi2.5Efisiensi Irigasi70.90%kesimpulanKebutuhan air maksimum :1.844Pada periode Desember 1 saat penanaman Padi 1Kebutuhan air minimum :-1.369

Q rencana

Q intake terbesar =1.844lt/dt/haNo.Daerah PengaliranLuas Lahan (ha)Q ( lt/dt)Q (m3/det)`SaluranLuas LahanQ RencanaPanjang salurankmnIohoAPR^(2/3)VoAoh1Ih1-hoIbFdQ5Hzoz1UWLDWLFrBilangan Froudeefisiensi =70.9%1GL. 1 Ka100184.440.1844(Ha)(m/dt)(m)GradienLuas BasahKeliling BasahJari-Jari HidrolisV rencanaQ/Vh rencanaLebar DasarTinggi Jagaan(h1+Fd)Tinggi EnergiTinggi Energi2GL. 2 Ka4379.310.0793123456789101112131415161718192021222324252627283GL. 3 Ka4379.310.0793KP 34GL. 4 Ka4379.310.0793aSaluran Primer BGL 15GL. 5 Ka83153.090.1531Intake - BS2216.004.087333.00401.52.66240.00600.66651.8494.1780.71284224942.2101.8500.6670.0001.7750.1672.530.833155.000153.000155.915153.9150.8640.6116GL. 6 Ka4379.310.07931BGL 1 - BS1092.002.0141433.00401.51.97140.00030.89992.8115.0190.95902432420.7172.8110.900-0.0001.7740.2252.0531.125153.000152.500153.926153.4260.2410.1717GL. 7 Ka70129.110.12912BJN 1 - BS767.001.4152333.004011.74880.00040.86802.0713.9730.82559515190.6842.0690.868-0.0001.5170.2171.6531.084152.500151.500153.391152.3910.2340.1668GL. 8 Ka4379.310.07933PL 1 Ka -BS43.000.0792633.0035110.00250.34200.2341.3090.19545699340.3400.2330.342-0.0000.3420.085130.427151.500145.000151.847145.3470.1860.1319GL. 9.1 Ka62114.350.11444BKJ 1 - BS314.000.5792033.003511.23170.00150.63500.9002.5780.47859594670.6430.9000.6350.0000.7820.1591.2530.794145.000142.000145.656142.6560.2580.18210GL. 9.2 Ka4379.310.079311GL. 9 Ki110202.880.2029bSaluran Sekunder BGL 112CK. 1 Ka4379.310.0793BGL . 1 - BGL.21092.002.014333.00401.51.97140.00300.65151.4733.6330.6234330861.3671.4740.6520.0001.2850.1632.0530.814142.000141.000142.747141.7470.5410.38213CK. 1 Ki4379.310.07935GL. 1 Ka - BGL.1100.000.18433.0035110.01520.33530.2251.2840.19036823230.8200.2250.3350.0000.3350.084130.419141.000140.500141.370140.8700.4520.32014CK. 1 Te5092.220.092215Ct. 1 Ka4379.310.0793cSaluran Sekunder BGL 216Ct. 2 Ka4379.310.0793BGL. 2 - BGL. 3992.001.830333.00401.51.98790.00300.63151.3913.5320.59971141181.3151.3920.6320.0001.2560.1582.0530.790140.500139.500141.220140.2200.5280.37317Ct. 2 Ki72132.800.13286GL. 2 Ka - BGL.243.000.07933.0035110.01520.26050.1360.9970.13596486930.5860.1350.260-0.0000.2600.065130.325139.500139.000139.778139.2780.3670.25918Rm. 1 Ka 84154.930.154919Rm. 1 Ki4379.310.0793dSaluran Sekunder BGL 320Jn. 1 Ki5194.060.0941BGL. 3 - BGL. 4949.001.750133.00401.51.96680.00600.56301.0993.1370.51275642741.5911.1000.5630.0001.1080.1412.0530.704139.000138.200139.692138.8920.6770.47821Jn. 2 Ki92169.680.16977GL. 3 Ka - BGL. 343.000.07933.0035110.01520.26050.1360.9970.13596486930.5860.1350.260-0.0000.2600.065130.325138.200137.700138.478137.9780.3670.25922Jn. 3 Ka73134.640.134623Jn. 3 Ki4379.310.0793eSaluran Sekunder BGL 424Ps. 1 Ka81149.400.1494BGL. 4 - BGL. 5906.001.671133.00401.51.94560.00300.61801.3163.4310.57853278351.2691.3170.6180.0001.2030.1552.0530.773137.700137.300138.400138.0000.5150.36425Ps. 1 Ki80147.550.14768GL. 4 Ka - BGL. 443.000.079313.0035110.00060.41850.3501.6020.2558254160.2260.3500.4190.0000.4190.105130.523137.300137.100137.721137.5210.1120.07926Sp. 1 Ki4379.310.079327Sp. 2 Ka112206.570.2066fSaluran Sekunder BGL 528Sp. 3 Ka5499.600.0996BGL. 5 - BGL. 6863.001.592133.00401.51.92450.00910.51750.9172.8620.45497591491.7350.9170.5180.0000.9960.1292.0530.647137.100135.891137.771136.5620.7700.54529Sp. 3 Ki3055.330.05539GL. 5 Ka - BGL. 583.000.15333.0035110.00910.34250.2351.3110.1958380940.6540.2340.342-0.0000.3420.086130.428135.891135.591136.255135.9550.3570.25230St. 1Ka4379.310.079331St. Ki65119.890.1199gSaluran Sekunder BGL 632PL. 1 Ka4379.310.0793BGL. 6 -BGL. 7780.001.439133.004011.76320.00450.61101.0322.8050.51858614471.3931.0330.6110.0001.0780.1531.6530.764135.591134.991136.301135.7010.5690.40233Kj. 1 Ki70129.110.129110GL. 6 Ka - BGL. 643.000.079313.0035110.00130.37750.2851.4450.22296619060.2790.2840.377-0.0000.3770.094130.471134.991134.591135.372134.9720.1450.10334Kj. 2.1 Ki4379.310.079335Kj. 2 Ka3055.330.0553hSaluran Sekunder BGL 736Kj. 3 Ka85156.770.1568BGL. 7 - BGL. 8737.001.359133.004011.71560.00380.62251.0522.8290.52612676721.2901.0530.6230.0001.0690.1561.6530.779134.591134.091135.299134.7990.5220.36937Kj. 4 Ka4379.310.079311GL. 7 Ka - BGL 770.000.12933.0035110.00910.32500.2111.2440.18261126040.6090.2120.3250.0000.3250.081130.407134.091133.791134.435134.1350.3410.24138Kj. 4 Ki4379.310.0793

iSaluran Sekunder BGL 8BGL. 8 - BGL. 9.1667.001.2301334011.63810.00380.61300.9912.7380.5065178941.2420.9900.613-0.0001.0040.1531.6530.766133.791133.291134.482133.9820.5070.35812GL. 8 Ka - BGL 843.000.07931335110.00100.39400.3101.5080.23605400230.2560.3100.394-0.0000.3940.098130.492133.291132.991133.688133.3880.1300.092

jSaluran Sekunder BGL 9.1BGL 9.1 - BGL 9.2 6241.1511334011.59050.00300.62651.0172.7680.51570923221.1311.0170.6270.0000.9970.1571.6530.783132.991132.591133.683133.2830.4560.32313GL. 9.1 Ka - BGL 9.1620.1143335110.00910.31350.1971.2000.17404696970.5810.1970.3140.0000.3140.078130.392132.591132.291132.922132.6220.3310.234

kSaluran Sekunder BGL 9.2BGL 9.2 - BGL.95621.0371334011.52190.00150.68251.1752.9690.56866104610.8821.1750.6830.0001.0390.1711.6530.853132.291132.091133.013132.8130.3410.24114GL. 9.2 Ka - BGL 9.2430.07931335110.00290.33400.2231.2790.18938476020.3550.2230.3340.0000.3340.084130.418132.091131.191132.431131.5310.1960.139

lSaluran Sekunder BGL 9BGL 9 - BCK 15190.95714333511.46580.00190.67801.1332.9110.55591306990.8451.1330.678-0.0000.9940.1691.430.847131.191128.491131.905129.2050.3270.23215GL. 9 ki - BGL 91100.20313335110.00150.48800.4761.8680.31398543450.4260.4760.488-0.0000.4880.122130.610128.491128.291128.988128.7880.1950.138

mSaluran Sekunder BCK 1BCK 1 - BGL.94090.75414333511.30350.00190.65250.9812.6960.50628184040.7690.9810.6530.0000.8510.1631.430.816128.291125.591128.974126.2740.3040.21516Ck. 1 Ka - BCK 1430.07913335110.02260.24500.1200.9380.12528656970.6590.1200.2450.0000.2450.061130.307125.591122.591125.858122.8580.4240.30017Ck. 1 Ki - BCK 1430.07913335110.01500.26050.1360.9970.13596486930.5840.1360.2610.0000.2610.065130.326122.591120.591122.869120.8690.3650.25818Ck. 1 Te - BCK 1500.09213335110.03010.24550.1210.9400.12562760140.7630.1210.2460.0000.2460.061130.307120.591116.591120.866116.8660.4910.34719BCT. 1 - BCK 11580.29146635110.01350.39150.3071.4990.23405904450.9520.3060.391-0.0000.3910.098130.489116.591110.294117.028110.7310.4860.34420BRM. 1 - BCK 11150.21266635110.00600.40150.3221.5370.24206414860.6570.3230.4020.0000.4020.100130.502110.294106.294110.717106.7170.3310.234

m.1Saluran Sekunder BCT 1BCT 1 - BCT 21580.29133335110.00450.46150.4261.7670.29145981150.6850.4260.461-0.0000.4610.115130.577106.294104.794106.779105.2790.3220.22821Ct 1. Ka - Bct. 1430.0793335110.01520.26050.1360.9970.13596486930.5860.1350.260-0.0000.2600.065130.325104.794104.294105.071104.5710.3670.259

m.2Saluran Sekunder BCT 2BCT 2 - BCT 11150.21233335110.00450.41950.3521.6060.25664079550.6030.3520.419-0.0000.4190.105130.524104.294102.794104.732103.2320.2970.21022Ct.2 Ka - Bct. 2430.0793335110.03030.23450.1100.8980.11817897040.7200.1100.2350.0000.2350.059130.293102.794101.794103.055102.0550.4750.33623Ct. 2 Ki - Bct. 2720.1333335110.07580.23850.1140.9130.12087437751.1640.1140.2390.0000.2390.060130.298101.79499.294102.10299.6020.7610.538

m.3Saluran Sekunder BRM 1BRM 1 - BCK 11270.23435110.00600.41400.3431.5850.25216425690.6840.3420.414-0.0000.4140.103130.51799.29499.29499.73199.7310.3390.24024RM. 1 Ka - BRM 1840.1553335110.09090.24300.1180.9300.1239247651.3080.1180.2430.0000.2430.061130.30499.29496.29499.62496.6240.8460.59825RM. 1 Ki - BRM 1430.0793335110.06060.21150.0890.8100.10298253260.8870.0890.211-0.0000.2110.053130.26496.29494.29496.54594.5450.6160.436

nSaluran Sekunder BJN 1BJN 1 - BJN 2767.001.41513334011.74880.00150.71901.4213.2910.64226268070.9951.4220.7190.0001.2580.1801.6530.89994.29492.29495.06393.0630.3750.26526Jn. 1 Ki - BJN 151.000.09413335110.01500.27400.1501.0490.14543998570.6240.1510.2740.0000.2740.069130.34392.29490.29492.58890.5880.3800.269

oSaluran Sekunder BJN 2BJN 2 - BJN 3716.001.3213334011.69240.00600.57800.8992.6130.47412587461.4700.8990.578-0.0000.9780.1441.6530.72290.29488.29490.98188.9810.6170.43727Jn. 2 ki - BJN 292.000.17013335110.02260.30800.1901.1790.16998764660.8940.1900.3080.0000.3080.077130.38588.29485.29488.64285.6420.5140.363

pSaluran Sekunder BJN 3BJN 3 - BJN 2624.001.1514011.59050.00600.56500.8272.4970.44933964321.3930.8260.565-0.0000.8980.1411.6530.70685.29485.29485.95785.9570.5920.41828Jn. 3 Ka - BJN 3730.13513335110.05260.25300.1280.9690.13077069571.0500.1280.2530.0000.2530.063130.31785.29478.29485.60378.6030.6660.47129Jn. 3 ki - BJN 3430.07913335110.05260.21600.0930.8270.10591433430.8500.0930.216-0.0000.2160.054130.27078.29471.29478.54671.5460.5840.41330BPS 1 - BJN 31610.297153335110.00100.58350.6812.2340.39847788150.4360.6810.583-0.0000.5830.146130.72971.29469.79471.88770.3870.1820.12931BSP 1 - BJN 32390.44113333511.14080.00380.51900.5772.0600.35617501590.7630.5770.5190.0000.5920.1301.130.64969.79464.79470.34365.3430.3380.23932BST 1 - BJN 31080.199133335110.00040.59750.7142.2870.41127623840.2790.7150.5980.0000.5980.149130.74764.79464.29465.39564.8950.1150.081

p.1Saluran Sekunder BPS 1BPS 1 -BJN 31610.29735110.00100.58350.6812.2340.39847788150.4360.6810.583-0.0000.5830.146130.72964.29464.29464.88764.8870.1820.12933Ps. 1 Ka - BPS 1810.14913335110.04140.27100.1471.0380.14332065811.0200.1460.271-0.0000.2710.068130.33864.29458.79464.61759.1170.6260.44334Ps. 1 Ki - BPS800.14813335110.01130.32800.2151.2560.18486223420.6870.2150.328-0.0000.3280.082130.41058.79457.29459.14557.6450.3830.271

p.2Saluran Sekunder BSP 1BSP 1 - BSP 22390.4411333511.14080.01500.42150.3801.6730.26987982131.1580.3810.4220.0000.4810.1051.130.52757.29455.29457.78455.7840.5700.40335Sp. 1 Ki - BSP 1430.07913335110.03010.23500.1100.9000.11851506410.7190.1100.235-0.0000.2350.059130.29355.29451.29455.55551.5550.4740.335

p.3Saluran Sekunder BSP 2BSP 2 -BSP 31960.36216333511.06150.00090.61550.7812.3940.43637524330.4630.7810.615-0.0000.6530.1541.130.76951.29449.79451.92050.4200.1880.13336Sp. 2 Ka - BSP 21120.2073335110.15150.24550.1210.9400.12562760141.7120.1210.2460.0000.2460.061130.30749.79444.79450.18945.1891.1030.780

p.4Saluran Sekunder BSP 3BSP 3 - BSP 2840.155163335110.00090.48450.4691.8550.31098643640.3300.4700.4850.0000.4850.121130.60644.79443.29445.28443.7840.1510.10737Sp. 3 Ka - BSP 3540.1003335110.07580.21900.0960.8380.10788023711.0390.0960.219-0.0000.2190.055130.27443.29440.79443.56841.0680.7090.50138Sp.3 Ki - BSP 3300.0553335110.04550.19800.0780.7580.09431265980.7040.0790.1980.0000.1980.050130.24840.79439.29441.01739.5170.5050.357

p.5Saluran Sekunder BST 1BST 1 - BJN 31080.199133335110.00040.59750.7142.2870.41127623840.2790.7150.5980.0000.5980.149130.74739.29438.79439.89539.3950.1150.08139St. 1 Ka - BST 1430.07913335110.01130.27200.1481.0410.14402623610.5350.1480.2720.0000.2720.068130.34038.79437.29439.08037.5800.3280.23240St. 1 ki - BST 1650.12013335110.02250.27750.1541.0620.14792232440.7770.1540.2780.0000.2780.069130.34737.29434.29837.60234.6070.4710.333

oSaluran Sekunder BKJ 1BKJ 1 - BKJ 2.13140.5793333511.23170.00750.49750.5522.0200.34566984581.0480.5520.4980.0000.6130.1241.2530.62234.29831.79834.85232.3520.4740.33641Kj. 1 Ki - BKJ 1700.1293335110.09090.23000.1060.8810.11516491391.2150.1060.2300.0000.2300.058130.28831.79828.79832.10429.1040.8080.572

pSaluran Sekunder BKJ 2.1BKJ 2.1 - BKJ 22440.4501333511.15000.03380.37500.3021.4920.23156711931.4910.3020.375-0.0000.4310.0941.130.46828.79824.29829.28624.7860.7780.55042Kj. 2.1 Ki - BKJ 2.1430.0793335110.04550.22100.0980.8460.10919584270.8150.0970.221-0.0000.2210.055130.27624.29822.79824.55323.0530.5540.392

qSaluran Sekunder BKJ 2BKJ 2 - BKJ 32010.3711333511.07070.03010.36650.2781.4290.21923381251.3310.2790.3670.0000.3930.0921.130.45822.79818.79823.25519.2550.7020.49643Kj. 2 ka - BKJ 2300.0553335110.01760.22850.1040.8750.114164570.5300.1040.2290.0000.2290.057130.28618.79818.21819.04118.4610.3540.250

rSaluran Sekunder BKJ 3BKJ 3 - BKJ 41710.3151333511.01540.02260.36950.2751.4200.21777275851.1450.2760.3700.0000.3750.0921.130.46218.21815.21818.65515.6550.6010.42544Kj. 3 ka -BKJ 3850.1573335110.10610.23850.1140.9130.12087437751.3780.1140.2390.0000.2390.060130.29815.21811.71815.55412.0540.9010.637

sSaluran Sekunder BKJ 4BKJ 4 _BKJ 3860.15913335110.02260.3020.1821.1560.16558678090.8700.1820.302-0.0000.3020.075130.37711.7188.71812.0599.0590.5060.35845Kj. 4 Ka - BKJ 4430.0793335110.12120.19050.0730.7290.08957972251.0920.0730.1910.0000.1910.048130.2388.7184.7188.9704.9700.7980.564Kj. 4 Ki - BKJ 4430.0793335110.06060.21150.0890.8100.10298253260.8870.0890.211-0.0000.2110.053130.2644.7182.7184.9702.9700.6160.436

Bangunan Utama

tinggi bendung max 3mData - Dataleba sungai max 30mdebit per kala ulang 100 thanun 8 m3/dtk/mPerencanaa Mercu Bendungtinggi tembok pnahan 6mlebar max bendug 1.2xlebar sungaUWL155.9154855187mDWL153.9154855187mQ4.0871908133mToleransi Tinggi1.5Kontur110(peta)1Elevasi mercu267.4154855187maliran persatuan lebar hendaknya dibatasi 1.2-1.4Tinggi Mercutinggi energi max 3.5-4.5Tampak Hulu5mnilai rencana(KP 2 maks 3 m)tekanan mercu mercu dibatasi sampai 4mTampak Hilir6.5mnilai rencanatingi jagaan 0.75-1.5Elevasi Dasar Bendungtinggi air udik 4mElevasi Hulu262.4155mtinggi pembendung 10mElevasi Hilir260.9155mBangunan Pembilas2Lebar Efektif Bendungelevasi ambang bangunan pengambilLebar sungai100m(data)Lebar bendung ( Bb )120mLebar Pembilas Total12m(ketentuan 1/6 - 1/10)lebar pembilas sebaiknya diambil 60% dari lebar total pengambilnyaLebar Satu Lubang (Undersluice)2.4m(ketentuan maks 2.5 m )Lebar Pilar Pembilas1.5m(ketentuan 1 - 1.5 m)Jari" Pilar Pembilas (Hulu)0.75mJari" Pilar Pembilas (Hilir)3mJumlah Pilar3(ketentuan maks 3)pembilasJumlah Pintu Pembilas3tinggi 1.5x diameter terbesar sedimen dasarBe=B - 2 ( n Kp + Ka ) H1tinggi saluran pembilas bawah hendaknya 1mn:jumlah pilar=3tinggi diambil 1/3-1/4Kp:koef. Konstrakasi pilar=0.01Ka:koef. Konstrakasi pangkal bendung=0.1H1:tinggi energi hulu, mdimensi rata-rata 5-20m ntuk panjang saluran pembilasH2:tinggi energi hilir=267.42-265.92=1.501-2 tinggi saluran pembilas0.2-0.5m tebal betonCara lainBe = Bb - 20% (b-t) bb: Panjang mercu bruto =120.000mtinggi mercu krib 1:2.5-1:3.5b: Jumlah lebar bruto pembilas=12mtinggi jagaan 0.25 diatas elevasi angkal bendungbp: Lebar pilar=1.5mt: Jumlah pilar-pilar pembilas=3, makaBe=118.52m

3Tinggi Muka Air Banjir di Udik

Qd = C . be . He1,5

Qd=1878.6580807622m3/dt(diambil dari data Qd PMP dengan Q terbesar)Be=118.52mC=2( ketentuan 1.8 - 2.2), makaHe =3.9750557241m397.5055724131Muka air banjir hulu=155.9155+3.98+110=269.8905meterElevasi Dinding Bendung=271.39meterW=1.500meter> 1.50 Muka air banjir hilir=155.92meterElevasi Dinding Bendung=156.92meterW=1.00meter> 1.00Jari - Jari Pelimpah1.1925167172m(ketentuan 0.3 - 0.7 He) utk pas. Batu

Perencanaan IntakeBangunan IntakeData- DataQ Intake=4.087m3/dtHe Intake=3.9751mZ=0.2m=0.85(ketentuan 0.8 - 0.9)(dalam KP 2 ditentukan 0.8)c=1.71Menentukan parameter" bangunan IntakeQ = . B . a . (2 . 9,18 . z)^0.5,makaB =0.6107mdiambil b =1A =2.4274007873m2V =1.68377255m/dtPintu SorongLebar Pintu Intake2m(ketentuan < 2.5 m)Jumlah Pintu2buahJumlah Pilar1buah2Menentukan Diameter Butir Lolos IntakeV=1.68377255m/dtQs=2.65(pasir berlanau) (lumpur)V = 0,396 . {(Qs -1) d }1/2, makad=10.9570220107mmGrafik USBR IVPerencanaan Peredam EnergiData- DataQd=797.1708077514m3/dtHe=3.9750557241mZ=6.5mB=96.00m1Menentukan Kecepatan Aliran di Kaki Bendung V1 = , makaV =9.4092881424m/dt2Menentukan tinggi Energi D1 =Grafik USBR II, makaD=0.8825176204m3Menentukan Angka FroudeFR = V(g D)^0.5, makaFR=3.1978682849USBR IVPENENTUAN MEMAKAI USBR IV ATAU II4Menentukan Parameter BangunanL / Y2=5.2Dari Grafik Hub. L/Y2 dgn FR (USBR IV) via AutoCADD2 = , makaD2 =3.0154768123m158.9310Gambar Peredam Energi USBR IIL =15.680479424mMaka Diperoleh Data" DimensiUSBR IV(Tiap peredam Energi Berbeda Ketentuan lihat di KP 2)-Panjang Olakan=15.7mL=-Tinggi Lebar, Blok muka=0.9mh1=-Lebar Blok Muka=0.9mw1=-Selang Antar Blok Muka=0.9ms1=-Selang Blok M dgn Dind.=0.44mD1/2=-Tinggi Ambang Bergigi=0.6mh2=-Lebar dan selang (maks)=0.5mw2;s2=-Jarak ambang gigi=0.06m

Bangunan Peredam Energi

RayapanGaris LinePanjang Rembesan ( m )Panjang Rayapan MinimumJenis TanahCVertikalHorisontal1/3 HorisontalDataPasir agregat halus atau lanau8.5A - B2.00-Elevasi Mercu=267.4154855187mPasir halus7.5B - C-0.500.17Tinggi Mercu Hulu=5mPasir sedang6C - D1.73-Tinggi gigi olakan=0.9mPasir kasar5D - E-4.631.54Elevasi Olakan=261.5mKerikil halus4E - F1.13-H=5.9mKerikil sedang3.5F - G-0.560.19C=4(kerikil halus)Kerikil besar termasuk berangkal3G - H1.13-Panjang Rayapan MinimumBongkah dengan sedikit brongkal + kerikil2.5H - I-5.001.67CLempung lunak3I - J1.13-Lempung sedang2J - K-0.560.19Lempung keras1.8K - L1.13-Panjang Rayapan (Lb)=23.5300704815mLempung sangat keras1.6L - M-5.001.67M - N1.13-Panjang RembesanN - O-0.560.19Lv=22.06mO - P1.13-Lh=33.33mP - Q-1.000.33Q - R3.50-Nilai Rayapan Rencana (Lp)=33.17m>23.5300704815mMemadaiR - S-0.500.17S - T2.23-T - U-3.921.31U - V1.00-V - W-0.800.27W - X1.00-X - Y-1.450.48Y - Z0.50-Z - 1'-8.552.851' - 2'0.95-2' - 3' -0.300.103' - 4' 2.37-Jumlah22.0633.3311.11

Stabilitas & ControlSkala100mBerat Jenis2.2kg/m3(Pas. Batu)Lebar per satuan1mSegmenBentuk SegmenDimensiDimensi SkalaLuas (m2)Volume (m3)Berat Sendiri (ton)HoriVertiHoriVerti12Persegi Panjang135.2740.231.3527.402310.007910.007922.017413Segitiga56560.560.560.15680.15680.345014Segitiga23.1955560.23200.560.06490.06490.142915Persegi Panjang56560.560.560.31360.31360.689916Persegi Panjang51.0454193.0450.51051.93050.98540.98542.167917Segitiga111.45193.0451.11451.93051.07571.07572.366618Segitiga418.85419.474.18854.19478.78488.784819.326519Persegi Panjang418.85321.394.18853.213913.461413.461429.615120Segitiga8080.630.80.80630.32250.32250.709521Persegi Panjang341.3980.633.41390.80632.75262.75266.055822Segitiga1451451.451.451.05131.05132.312823Persegi Panjang296.391452.96391.454.29774.29779.4548Gaya Vertikal43.274643.274695.2042Akibat Gaya VertikalSegmenVolume Berat Sendiri (ton)Titik Berat Segmen ke titik tumpuan (m)Lengan Momen Momen (m3)Momen (m)SegmenTumpuan (tm)1210.007922.01740.67600.676014.883814.8838130.15680.34500.37330.37330.12880.1288140.06490.14290.07731.19730.01100.1711150.31360.68990.28000.84000.19320.5795160.98542.16790.25520.25520.55330.5533171.07572.36660.37150.88200.87922.0873188.784819.32651.39622.748226.982953.11231913.461429.61512.09433.446362.0215102.0611200.32250.70950.26675.80720.18924.1204212.75266.05581.70707.247510.336943.8890221.05132.31280.48339.43771.117821.8271234.29779.45481.482010.436414.011698.674095.2042131.3093342.0877Jarak titik Pv trhdp tumpuan3.5932003898mGaya HorisontalAkibat Gaya HorisontalAkibat GempaSegmenVolume Berat Sendiri (ton)Titik Berat Segmen ke titik tumpuan (m)Lengan Momen Koefisien Gempa0.15M3Momen (m)(tm)1210.007922.01743.70125.6316123.9932SegmenBerat Gaya Gempa (ton)Lengan MomenMomen (tm)130.15680.34500.18679.51941666673.2838Sendiri ( ton )140.06490.14290.18679.332751.33351222.01743.30265.631618.5990150.31360.68990.28009.612756.6320130.34500.05179.51940.4926160.98542.16790.96520.9652252.0925140.14290.02149.33280.2000171.07572.36661.28701.28696666673.0458150.68990.10359.61280.9948188.784819.32651.39825.1443599.4220162.16790.32520.96520.31391913.461429.61511.60703.5374104.7605172.36660.35501.28700.4569200.32250.70950.26884.60681666673.26871819.32652.89905.144414.9133212.75266.05580.40322.637415.97151929.61514.44233.537415.7141221.05132.31280.48333.37767.8115200.70950.10644.60680.4903234.29779.45480.72501.412413.3540216.05580.90842.63742.395795.2042384.9692222.31280.34693.37761.1717239.45481.41821.41242.0031Jarak titik Ph trhdp tumpuan4.0436165548m14.280657.7454UpliftJarak titik Pg trhdp tumpuan4.0436165548mAkibat Tekanan UpliftPx = Hx - Lx/ L. HdimanaPx =Gaya Angkat pada xHx=Tinggi energi di hulu bendung (Banjir)Lx=Jarak panjang titik x sampai ke huluL=Panjang total bidang kontak bendung dan tanah bawahH=Beda tinggi EnergiH hulu=5mHx=6.8654370629mHe=1.8654mH olakan=7mL=10.8897mH=2mSkala=100m1,TitikLxLx/LPx (m)Dalam Skala2,Berat Jenis1kg/m3(air)Skala100mA4.89280.44935.9668596.6826Lebar per satuan1mB5.40280.49615.8732587.3160C7.63180.70085.4638546.3782D11.54181.05994.7457474.5673SegmenLuasLuas Dalam SkalaVolumeGaya UpliftGaya HidrostatikE12.53241.15084.5637456.3739F13.33241.22434.4168441.6811UP 130219.313.02193.02193.0219G14.32621.31564.2343423.4290UP 263177.68196.31786.31786.3178H15.78251.44933.9668396.6826UP 3199872.809519.987319.987319.9873UP 435922.23.59223.59223.5922UP 559458.125.94585.94585.945838.8650Perhitungan Gaya Hidrostatik (Kondisi Air Normal)Skala100SegmenDimensiDimensi SkalaGaya (Ton)Lengan (m)Momen (tm)HoriVertiHoriVertiVHxyTahanGulingA15005005512.5006.556781.9583A250050055-12.500-4.626757.8333A356560.560.560.15680.18670.0293Jumlah0.15680.00057.862681.9583Tekanan Tanah PasifTekanan Tanah PasifSudut Geser ()=35Berat Jenis Tanah ()=17.5kN/m31.75ton/m3Cohesi (c)=0.8kN/m3Kp=3.6901723321 = . H . Ka - 2 c' (Kp)^0.5SegmenDimensiDimensi SkalaGaya (Ton)Lengan (m)Momen (tm)HoriVertiHoriVertiVHxyTahanGulingKA1413.392362.23345535744.133923.622348.82618440551.378032.5508KA2296.3841913.98906385712.96384-19.1399-28.3637867351-0.987918.9092Jumlah4.482418.909232.5508Akibat Tekanan LumpurVs=1.0548296841m/sQd=5.1685714286m/dt3Luas=4.8999108639m2Lebar =96mRekapitulasi Perhitungan Gaya-GayaTinggi Lumpur=0.0510407382mPs=0.0041682511m(KP 2)NoJenis GayaGayaMomenLebar per satuan=1mH (ton)V (ton)Tahan (tonm)Guling (tonm)Berat Volume=2.65kg/m31Berat Sendiri95.2042342.08772Gempa14.280657.7454Maka gaya tekan lumpur=0.0002818946kg3Hidrostatik0.00000.156857.862681.95834Tekanan Uplift-38.865012145Tekanan Aktif4.482418.909232.5508Jumlah18.763156.4960418.8595172.25451. Tinjau Terhadap Guling

Sf =418.8595=2.4316316486>1.5OK172.2545Harga-harga perkiraan untuk koeflsien gesekanBahanf2. Tinjau Terhadap GeserPasangan batu pada pasangan batu0.60 - 0.75L =10.8897mA =10.8897mBatu keras berkualitas baik0.75B =1mc =1.1kg/m2Kerikil0.5f =0.75Pasir0.4Sf =54.3506=2.8966818707>2OKLempung0.318.763142.3719793753. Eksentrisitas

L =10.8897m

a =246.6050=4.3650m56.4960

e =1.07981.5OK818324.73907

2Perhitungan Kontrol Terhadap Geser Rumus :V . f1.5HTanpa UpliftDik :V =36546.11tmH =3835.92tm

25582.278126.6691297287>1.5OK3835.92

Stabilitas terhadap daya dukung

Qult = 1,3.C.Nc + Hp. .Nq + 0,4.B. .N7616.516558

sf diasumsikan2.57616.516558

3046.6066232e=KONTROL88.0671557915=Qult = daya dukung ultimate tanah (kN/m2)C = nilai cohesi tanah (ton/m2) = 8 kN/m2Hp = kedalaman pondasi (m) = 8,4567 mB = lebar dasar main dam (m) = 19,36 m = 19,1 kN/m3 = 35o Nc,Nq,N = koefisien tanah berdasarkan sudut gesernya.Dari data sudut geser = 35o didapat :Dari Tabel Terzaghi ( dalam Analisis dan Perencanaan Fondasi karangan Hary C.H, 2010, halaman121 ) didapat sebagai berikut :Nc = 57,8Nq = 41,4N = 42,4

Q rencana (3)

Q intake terbesar =1.844lt/dt/haNo.SaluranLuas LahanQ RencanaPanjang salurankmnIohoAPR^(2/3)VoAoh1Ih1-hoIbFdQ5Hzoz1UWLDWLFrBilangan Froudeefisiensi =70.9%(Ha)(m/dt)(m)GradienLuas BasahKeliling BasahJari-Jari HidrolisV rencanaQ/Vh rencanaLebar DasarTinggi Jagaan(h1+Fd)Tinggi EnergiTinggi Energi12345678910111213141516171819202122232425262728KP 3No.Daerah PengaliranLuas Lahan (ha)Q ( lt/dt)Q (m3/det)1BM.1Ka814.760.0148aSaluran Primer BBM 12BM.2Ki202372.570.37261Intake - BBM 1468.000.863658.0035100.00030.8760.7672.4780.41909146140.2543.3981.8430.9670.0000.4611.432.30428.19427.99730.04129.8430.0600.0423BM.3Ki2953.490.05354BM.4Ki3055.330.0553bSaluran Sekunder BBM 15BM.5Ki82151.240.15122BBM 1 - end sturcture (sal. Muka BM. 1 ka)8.000.0153511.97136166790.00030.3000.2671.4400.20971803080.1270.1160.198-0.1020.3900.049130.24727.99727.99728.19528.1950.0910.0656BM.6Ki4684.840.08483BBM 1 Ka460.000.848721.003511.74879296580.00030.8712.0853.9870.82940192780.5031.6870.783-0.0881.3700.1961.430.97927.99727.78028.79328.5770.1810.1287BM.7Ki2749.800.04988BM.8Ka23.690.0037cSaluran Sekunder BM29BM.8Ki12647.950.04804BBM 2 - BM. 2 ki202.000.37335100.00030.7670.5882.1690.35104583360.2131.7511.3230.5560.0000.3311.131.6540.0000.0001.3251.3250.0590.04210BM.8Ki21629.510.02955BBM 2 - BBM 3258.000.4761171.0035100.00030.8120.6592.2970.37877215370.2302.0721.4400.6280.0000.3601.131.7990.000-0.3511.4421.0910.0610.043

dSaluran Sekunder BM36BBM 3 - BM. 3 ki29.000.05335100.00030.4450.1981.2590.16986999960.1030.5190.7210.2760.0000.180130.9010.0000.0000.7210.7210.0390.0277BBM 3 - BBM 4229.000.422576.0035100.00030.7880.6212.2290.36391919320.2211.9151.3840.5960.0000.3461.131.7300.000-0.1731.3861.2130.0600.042

eSaluran Sekunder BM48BBM 4 - BM. 4 ki30.000.05535100.00030.4500.2031.2730.17241962230.1050.5290.7280.2780.0000.182130.9090.0000.0000.7280.7280.0390.0289BBM 4 - BBM 5199.000.3671090.0035100.00030.7630.5822.1580.34860696110.2111.7371.3180.5550.0000.3291.131.6470.000-0.3271.3200.9930.0590.042

fSaluran Sekunder BM510BBM 5 - BM. 5 ki82.000.15135100.00030.6100.3721.7250.25866824570.1570.9640.9820.3720.0000.246131.2280.0000.0000.9830.9830.0510.03611BBM 5 - BBM 6117.000.216543.0035100.00030.6800.4621.9230.29898441770.1811.1911.0910.4110.0000.273131.3640.000-0.1631.0930.9300.0550.039

gSaluran Sekunder BM612BBM 6 - BM. 6 ki46.000.08535100.00031.4970.1254.2330.04776898830.0292.9301.7120.2150.0000.428132.1400.0000.0001.7121.7120.0070.00513BBM 6 - BBM 771.000.131891.0035100.00031.4970.1954.2330.07451962180.0452.8991.7030.2060.0000.426132.1280.000-0.2671.7031.4350.0110.008

hSaluran Sekunder BM714BBM 7 - BM. 7 ki27.000.05035100.00031.4970.0744.2330.02827924110.0172.9051.7040.2080.0000.426132.1300.0000.0001.7041.7040.0040.00315BBM 7 - BBM 844.000.081333.0035100.00031.4970.1204.2330.04585822880.0282.9191.7090.2120.0000.427132.1360.000-0.1001.7091.6090.0070.005

iSaluran Sekunder BM 816BM.8 - end structure (sal. Muka BM.8 Ka)2.000.00435100.00031.4970.0054.2330.00206362030.0012.9491.7170.2210.0000.429132.1460.0000.0001.7171.7170.0000.00017BM.8 - end structure (sal. Muka BM.8 Ki1)26.000.04835100.00031.4970.0804.2330.03057215250.0192.5871.6090.1120.0000.402132.0110.0000.0001.6091.6090.0050.00318BM.8 - end structure (sal. Muka BM.8 Ki2)16.000.0303511.71559376250.00031.4970.0166.8010.00445751140.00310.9212.0050.5093.4400.501132.5070.0000.0002.0052.0050.0010.000

Sheet4

No.SaluranLuas LahanDebitKemiringanPerbandinganFaktor(Ha)dalamtalutb/hKekasaran(m3/dt)1 : mnk0.000.151.01.0350.150.301.01.01.035aSaluran Primer BBM 10.300.501.01.01.2351Intake - BBM 1468.000.500.751.01.21.3350.751.001.01.31.535bSaluran Sekunder BBM 11.001.501.01.51.8402BBM 1 - end sturcture (sal. Muka BM. 1 ka)8.001.503.001.51.82.3403BBM 1 Ka460.003.004.501.52.32.7404.505.001.52.72.940cSaluran Sekunder BM25.006.001.52.93.142.54BBM 2 - BM. 2 ki202.006.007.501.53.13.542.55BBM 2 - BBM 3258.007.509.001.53.53.742.5

dSaluran Sekunder BM39.0010.001.53.73.942.56BBM 3 - BM. 3 ki29.007BBM 3 - BBM 4229.0010.0011.002.03.94.24511.0015.002.04.24.945eSaluran Sekunder BM415.0025.002.04.96.5458BBM 4 - BM. 4 ki30.0025.0040.002.06.59.0459BBM 4 - BBM 5199.00

fSaluran Sekunder BM510BBM 5 - BM. 5 ki82.0011BBM 5 - BBM 6117.00

gSaluran Sekunder BM612BBM 6 - BM. 6 ki46.0013BBM 6 - BBM 771.00

hSaluran Sekunder BM714BBM 7 - BM. 7 ki27.0015BBM 7 - BBM 844.00

iSaluran Sekunder BM 816BM.8 - end structure (sal. Muka BM.8 Ka)2.0017BM.8 - end structure (sal. Muka BM.8 Ki1)26.0018BM.8 - end structure (sal. Muka BM.8 Ki2)16.00

Link Q RencanaKarakteristik SaluranQ intake terbesar =1.8444001865lt/dt/haefisiensi =70.90%DebitKemiringanPerbandinganFaktordalamtalutb/hKekasaranLuas LahanQ Rencanan(m3/dt)1 : mnkaSaluran Primer BGL 1(Ha)(m/dt)CEKQ < 1Q < 5Q < 10Q < 400.000.151.01.03512345678910110.150.301.01.01.0350.300.501.01.01.235aSaluran Primer BGL 10.500.751.01.21.335Intake - BS22164.08722.66239693784.0872TRUE0.0002.6622.7172.1260.751.001.01.31.5351BGL 1 - BS10922.01411.97136166792.0141TRUE0.0001.9712.3031.5041.001.501.01.51.8402BJN 1 - BS7671.41471.74879296581.4147TRUE0.0001.7492.1831.3241.503.001.51.82.3403PL 1 Ka -BS430.079310.0793TRUE1.0000.9481.9160.9243.004.501.52.32.7404BKJ 1 - BS3140.57911.23165666340.5791TRUE1.2321.2472.0161.0744.505.001.52.72.9405.006.001.52.93.142.5bSaluran Sekunder BGL 16.007.501.53.13.542.5BGL . 1 - BGL.210922.01411.97136166792.0141TRUE0.0001.9712.3031.5047.509.001.53.53.742.55GL. 1 Ka - BGL.11000.184410.1844TRUE1.0001.0111.9370.9559.0010.001.53.73.942.5cSaluran Sekunder BGL 2BGL. 2 - BGL. 39921.82961.98790532931.8296TRUE0.0001.9882.2661.44910.0011.002.03.94.2456GL. 2 Ka - BGL.2430.079310.0793TRUE1.0000.9481.9160.92411.0015.002.04.24.94515.0025.002.04.96.545dSaluran Sekunder BGL 325.0040.002.06.59.045BGL. 3 - BGL. 49491.75031.96675620721.7503TRUE0.0001.9672.2501.4257GL. 3 Ka - BGL. 3430.079310.0793TRUE1.0000.9481.9160.924

eSaluran Sekunder BGL 4BGL. 4 - BGL. 59061.67101.94560708511.6710TRUE0.0001.9462.2341.4018GL. 4 Ka - BGL. 4430.079310.0793TRUE1.0000.9481.9160.924

fSaluran Sekunder BGL 5BGL. 5 - BGL. 68631.59171.92445796291.5917TRUE0.0001.9242.2181.3789GL. 5 Ka - BGL. 5830.153110.1531TRUE1.0000.9921.9310.946

gSaluran Sekunder BGL 6BGL. 6 -BGL. 77801.43861.76317928731.4386TRUE0.0001.7632.1881.33210GL. 6 Ka - BGL. 6430.079310.0793TRUE1.0000.9481.9160.924

hSaluran Sekunder BGL 7BGL. 7 - BGL. 87371.35931.71559376251.3593TRUE0.0001.7162.1721.30811GL. 7 Ka - BGL 7700.129110.1291TRUE1.0000.9771.9260.939

iSaluran Sekunder BGL 8BGL. 8 - BGL. 9.16671.23021.63812895461.2302TRUE0.0001.6382.1461.26912GL. 8 Ka - BGL 8430.079310.0793TRUE1.0000.9481.9160.924

jSaluran Sekunder BGL 9.1BGL 9.1 - BGL 9.2 6241.15091.59054342981.1509TRUE0.0001.5912.1301.24513GL. 9.1 Ka - BGL 9.1620.114410.1144TRUE1.0000.9691.9230.934

kSaluran Sekunder BGL 9.2BGL 9.2 - BGL.95621.03661.52193174291.0366TRUE0.0001.5222.1071.21114GL. 9.2 Ka - BGL 9.2430.079310.0793TRUE1.0000.9481.9160.924

lSaluran Sekunder BGL 9BGL 9 - BCK 15190.95721.46579495740.9572TRUE1.4661.4742.0911.18715GL. 9 ki - BGL 91100.202910.2029TRUE1.0001.0221.9410.961

mSaluran Sekunder BCK 1BCK 1 - BGL.94090.75441.3034877410.7544TRUE1.3031.3532.0511.12616Ck. 1 Ka - BCK 1430.079310.0793TRUE1.0000.9481.9160.92417Ck. 1 Ki - BCK 1430.079310.0793TRUE1.0000.9481.9160.92418Ck. 1 Te - BCK 1500.092210.0922TRUE1.0000.9551.9180.92819BCT. 1 - BCK 11580.291410.2914TRUE1.0001.0751.9580.98720BRM. 1 - BCK 11150.212110.2121TRUE1.0001.0271.9420.964

m.1Saluran Sekunder BCT 1BCT 1 - BCT 21580.291410.2914TRUE1.0001.0751.9580.98721Ct 1. Ka - Bct. 1430.079310.0793TRUE1.0000.9481.9160.924

m.2Saluran Sekunder BCT 2BCT 2 - BCT 11150.212110.2121TRUE1.0001.0271.9420.96422Ct.2 Ka - Bct. 2430.079310.0793TRUE1.0000.9481.9160.92423Ct. 2 Ki - Bct. 2720.132810.1328TRUE1.0000.9801.9270.940

m.3Saluran Sekunder BRM 1BRM 1 - BCK 11270.234210.2342TRUE1.0001.0411.9470.97024RM. 1 Ka - BRM 1840.154910.1549TRUE1.0000.9931.9310.94625RM. 1 Ki - BRM 1430.079310.0793TRUE1.0000.9481.9160.924

nSaluran Sekunder BJN 1BJN 1 - BJN 27671.41471.74879296581.4147TRUE0.0001.7492.1831.32426Jn. 1 Ki - BJN 1510.094110.0941TRUE1.0000.9561.9190.928

oSaluran Sekunder BJN 2BJN 2 - BJN 37161.32061.69235432011.3206TRUE0.0001.6922.1641.29627Jn. 2 ki - BJN 2920.169710.1697TRUE1.0001.0021.9340.951

pSaluran Sekunder BJN 3BJN 3 - BJN 26241.15091.59054342981.1509TRUE0.0001.5912.1301.24528Jn. 3 Ka - BJN 3730.134610.1346TRUE1.0000.9811.9270.94029Jn. 3 ki - BJN 3430.079310.0793TRUE1.0000.9481.9160.92430BPS 1 - BJN 31610.296910.2969TRUE1.0001.0781.9590.98931BSP 1 - BJN 32390.44081.14081164460.4408TRUE1.1411.1641.9881.03232BST 1 - BJN 31080.199210.1992TRUE1.0001.0201.9400.960

p.1Saluran Sekunder BPS 1BPS 1 -BJN 31610.296910.2969TRUE1.0001.0781.9590.98933Ps. 1 Ka - BPS 1810.149410.1494TRUE1.0000.9901.9300.94534Ps. 1 Ki - BPS800.147610.1476TRUE1.0000.9891.9300.944

p.2Saluran Sekunder BSP 1BSP 1 - BSP 22390.44081.14081164460.4408TRUE1.1411.1641.9881.03235Sp. 1 Ki - BSP 1430.079310.0793TRUE1.0000.9481.9160.924

p.3Saluran Sekunder BSP 2BSP 2 -BSP 31960.36151.06150243660.3615TRUE1.0621.1171.9721.00836Sp. 2 Ka - BSP 21120.206610.2066TRUE1.0001.0241.9410.962

p.4Saluran Sekunder BSP 3BSP 3 - BSP 2840.154910.1549TRUE1.0000.9931.9310.94637Sp. 3 Ka - BSP 3540.099610.0996TRUE1.0000.9601.9200.93038Sp.3 Ki - BSP 3300.055310.0553TRUE1.0000.9331.9110.917

p.5Saluran Sekunder BST 1BST 1 - BJN 31080.199210.1992TRUE1.0001.0201.9400.96039St. 1 Ka - BST 1430.079310.0793TRUE1.0000.9481.9160.92440St. 1 ki - BST 1650.119910.1199TRUE1.0000.9721.9240.936

oSaluran Sekunder BKJ 1BKJ 1 - BKJ 2.13140.57911.23165666340.5791TRUE1.2321.2472.0161.07441Kj. 1 Ki - BKJ 1700.129110.1291TRUE1.0000.9771.9260.939

pSaluran Sekunder BKJ 2.1BKJ 2.1 - BKJ 22440.45001.15003364550.4500TRUE1.1501.1701.9901.03542Kj. 2.1 Ki - BKJ 2.1430.079310.0793TRUE1.0000.9481.9160.924

qSaluran Sekunder BKJ 2BKJ 2 - BKJ 32010.37071.07072443750.3707TRUE1.0711.1221.9741.01143Kj. 2 ka - BKJ 2300.055310.0553TRUE1.0000.9331.9110.917

rSaluran Sekunder BKJ 3BKJ 3 - BKJ 41710.31541.01539243190.3154TRUE1.0151.0891.9630.99544Kj. 3 ka -BKJ 3850.156810.1568TRUE1.0000.9941.9310.947

sSaluran Sekunder BKJ 4BKJ 4 _BKJ 3860.158610.1586TRUE1.0000.9951.9320.94845Kj. 4 Ka - BKJ 4430.079310.0793TRUE1.0000.9481.9160.924Kj. 4 Ki - BKJ 4430.079310.0793TRUE1.0000.9481.9160.924

STABILITAS 2

LUAS SEGMEN BENDUNG (G: VERTIKAL KE BAWAH)1.00LUAS SEGMEN BENDUNG (W: HORIZONTAL)1.00SKALA GAMBAR 2.32 DAN BERAT JENIS BETON BERTULANG 24 kN/m310.00NOSEGMEN (G)RUMUSLUAS (M2)LUAS ASLI M224.00lengan(m)momen kN m (-)NOSEGMEN (W)RUMUSLUAS (M2)LUAS ASLI M2gaya kNlengan1.00momen kN mgaya kN1.00W11/2 x 9.75 x 10.852.6552.65526.5026.3126.3113852.221G1(10,8 X 1,61)17.38817.39417.31198.09-82665.332.00W22.24 x 7.3116.3716.37163.7426.3126.31-7923.842G2(0,5x2,12x7,91)8.38468.38201.23196.79-39600.135.00W2ii1/2 x 3.76 x 7.3113.7413.74137.430.003G3(2,82x4,25)11.98511.99287.64196.79-56604.686.00W3i3.95 x 2.198.658.6586.5122.9522.953043.574G4(13,75X4,25)58.4458.441402.50193.97-272042.937.00W3ii1/2 x 2.17 x 4,254.614.6146.110.005G5(4,25X7,14)30.3530.35728.28181.22-131978.908.00W111/2 x 9.17 x 12.7558.4658.46584.5935.4135.41-20700.246G6(13,28x4,25)56.4456.441354.56177.33-240204.129.00W121/2 x 14.04 x 15.81110.99110.991109.8615.8115.8117546.927G7(3,6X7,14)25.7025.70616.90164.35-101386.8610.00W135.05 x 2.1310.7610.76107.5724.7424.743654.488G8(15,09X4,25)64.1364.131539.18161.05-247884.9411.00W131/2 x 3.77 x 2.134.024.0240.150.009G9(3,68X7,14)26.2826.28630.60146.26-92232.2612.00W1413.17 x 4.559.2759.27592.6537.9137.9122467.3610G10(10,12X4,25)43.0143.011032.24142.87-147476.1313.00W154.65 x 9.4844.0844.08440.8237.9137.9116711.4911G11(7,14x3,65)26.0626.06625.46133.06-83224.2414.00JUMLAH3835.920.0048651.9612G12(9,77x4,25)41.5241.52996.54129.71-129261.2013G13(7,14x3,29)23.4923.49563.77120.24-67788.2314G14(2,72x4,25)11.5611.56277.44117.24-32527.0715G15(1,44x7,73)11.1311.13267.15114.83-30676.7016G16(6.67x15.81)105.45105.452530.86113.69-287734.02LUAS SEGMEN BENDUNG (G: VERTIKAL)1.0017G17(0.5x2.02x1.7)1.721.7241.21107.02-4410.0810.0018G18(2.02x14.11)28.5028.50684.05107.02-73207.33NOSEGMEN (W)RUMUSLUAS (M2)LUAS ASLI M2gaya kNlengan1.00momen kN m (+)19G19(8.69x5.47)47.5347.531140.82113.69-129700.191.00W42.94 x 1.61 x0.52.372.3723.6737.9137.91897.2220G20(1/2x15.45x13.05100.81100.812419.47105.00-254044.352.00W5i2.94 x 2.828.298.29117.0340.8540.854780.6821G21(6.53x15.45)100.89100.892421.32105.00-254239.023.00W5ii1/2 x 2.82 x 2.423.413.410.0022G22((0.5x4,65x3.37)+(4.75x6.97))40.9440.94982.6389.55-87994.164.00W65.36 x 12.7568.3468.34683.4043.2743.2729570.7223G23((4.75x3.34x0.5)+(4.75x6.97))41.1141.11986.6785.35-84212.285.00W78.41 x 91.67770.94770.947709.4546.3246.32357101.5924G24(1/2x6.97x18.12)63.1563.151515.5680.99-122744.956.00W8i1/2 x 4.5 x 1.824.104.10511.6548.3748.3724748.5125G25(6,11x38.00)330.89330.897941.4780.99-643179.497.00W8ii4.5 x 10.4647.0747.070.0026G26(2.33x1.25)2.912.9169.9045.71-3195.13LUAS SEGMEN BENDUNG (G: VERTIKAL)1.008.00W9i4.65 x 13.6763.5763.57671.0051.5851.5834609.9227G27(4.93x8.23)40.5740.57973.7743.38-42242.3010.009.00W9ii1/2 x 1.52 x 4.653.533.530.0028G28(1/2x8.23x13.58)55.8855.881341.1638.46-51581.04NOSEGMEN (W)RUMUSLUAS (M2)LUAS ASLI M2gaya kNlengan1.00momen kN m (+)10.00W1037.61 x 17.57660.81660.816608.0855.4855.48366616.1129G29(1/2x18.5x4.52)41.8141.811003.4443.38-43529.231.00W4i6.58 x 1.61 10.5810.58129.9946.8446.846088.64e 16324.27818324.7430G30(1/2x2.06x3.4)3.503.5084.0524.88-2091.112.00W4ii 1/2 x 3 x 1.612.422.420.0031G31(24.88x2.46)61.2061.201468.9224.88-36546.613.00W5i9.58 x 2.8227.0227.02320.6349.8449.8415980.40sigma V1,522.75kN36546.11-3876205.014.00W5ii1/2 x 2.82 x 3.585.055.050.005.00W613.7 x 12.75174.68174.681746.7553.4353.4393328.856.00W7i1/2 x 5.35 x 91.67245.22245.2212239.3756.4856.48691279.761,522.757.00W7ii60.34 x 16.22978.72978.720.008.00W8i1/2 x 4.5 x 1.824.104.101206.9024.8724.8730015.609.00W8ii4.5 x 25.91116.60116.600.0010.00W9i4.65 x 29.13126.72126.721300.2242.9742.9755873.4911.00W9ii1/2 x 1.52 x 4.353.313.310.0012.00W1021.39 x 60.211287.891287.8912878.9220.5820.58265048.1529822.781157614.89

PTTNoBulanSatuanOktoberNovemberDesemberJanuariFebruariMaretAprilMeiJuniJuliAgustusSeptemberOktoberPeriodeIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1Pola Tata Tanaman (PTT dari soal)PLPadi 1PL 2Padi 2jagung

2Koefisien Tanaman (Tabel/gambar koefisien tanaman)1.101.151.181.281.361.381.321.231.121.101.151.181.281.361.381.321.231.120.590.850.961.051.031.021.011.000.950.951.101.151.181.281.361.381.321.231.121.101.151.181.281.361.381.321.231.120.590.850.961.051.031.021.011.001.000.951.101.151.181.281.361.381.321.231.121.101.151.181.281.361.381.321.231.120.590.850.961.051.031.021.013Rerata Koef. Tanaman (Rerata kolom 2)0.980.951.101.131.141.201.271.341.351.311.221.181.121.101.131.141.201.271.341.351.311.221.180.860.720.800.951.011.031.021.010.994Evaporasi Koef. Tanaman (Data)mm/hr6.5117.2197.2197.2195.5095.5095.5095.5125.5125.5126.1146.1146.1145.3815.3815.3815.4005.4005.4004.9924.9924.9924.2104.2104.2105.1005.1005.1005.0255.0255.0256.6106.6106.6106.5116.5115Penggunaan Air Konsumtif (PAK) (3) x(4)mm/hr6.3486.8580.0000.0006.0606.1976.2986.6327.0187.3868.2748.0097.4796.3236.0270.0000.0005.9406.0755.7086.0076.3575.6425.6985.5166.2405.9934.3613.6184.0204.7906.6986.8306.7426.5766.4246Rasio Luas P.A.K (diketahui dari PTT)0.8330.5000.1670.0000.1670.5000.8331.0001.0001.0001.0001.0001.0000.8330.5000.1670.0000.1670.5000.8331.0001.0001.0001.0001.0001.0000.8330.6670.6670.8331.0001.0001.0001.0001.0001.0007PAK dengan ratio luas (5) x(6)mm/hr5.2903.4290.0000.0001.0103.0995.2496.6327.0187.3868.2748.0097.4795.2693.0140.0000.0000.9903.0384.7566.0076.3575.6425.6985.5166.2404.9942.9072.4123.3504.7906.6986.8306.7426.5766.4248Keb. untuk penyiapan lahan( interpolasi (eto+1,1)P)12.37012.95912.95912.95911.54911.54911.54911.55111.55111.55112.02012.02012.02011.46511.46511.46511.47811.47811.47811.16611.16611.16610.58310.58310.58311.26211.26211.26211.19511.19511.19512.45212.45212.45212.37012.3709Rasio Luas PL (diketahui dari PTT)0.1670.5000.8331.0000.8330.5000.1670.1670.5000.8331.0000.8330.5000.1670.1670.3330.3330.16710PL dengan Ruas Rasio (8) x(9)mm/hr2.0626.48010.79912.9599.6245.7751.9251.9115.7339.55411.4789.5655.7391.8611.8773.7543.7321.86611Perkolasi (berdasarkan jenis tanah)mm/hr1.9171.1500.3830.0000.3831.1501.9172.3002.3002.3002.3002.3002.3001.9171.1500.3830.0000.3831.1501.9172.3002.3002.3002.3002.3002.3001.9171.5331.5331.9172.3002.3002.3002.3002.3002.30012WLR (50/45)mm/hr1.1111.1111.1110.5561.1111.1111.1110.55613Rasio Luas Total (6)+(9)1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.00014WLR dengan Rasio Luas (12*(6)mm/hr0.0000.0000.0000.0000.1850.5560.9260.5560.0000.0000.0000.0000.0000.0000.0000.0000.0000.1850.5560.4630.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.00015Kebutuhan Air (7)+(10)+(11)+(14)mm/hr9.26911.05911.18312.95911.20310.57910.0169.4889.3189.68610.57410.3099.7799.0979.8969.93811.47811.12310.4828.9978.3078.6577.9427.9987.8168.5408.7888.1947.6777.1327.0908.9989.1309.0428.8768.72416Curah Hujan Efektif (Perhitungan CHE)mm/hr7.0916.50019.5006.7270.0002.2003.4557.7002.60013.9090.0002.0005.00012.30014.2007.72715.7000.0000.6366.0006.2000.0006.5004.8000.0000.0006.4002.5450.0000.0000.0005.2000.0000.0002.5000.40017Kebutuhan Air Bersih di Sawah ((15-(16) x 10000/(24 x 60 x 60)lt/dt/ha0.2520.528-0.9630.7211.2970.9700.7590.2070.778-0.4891.2240.9620.553-0.371-0.4980.256-0.4891.2871.1400.3470.2441.0020.1670.3700.9050.9880.2760.6540.8890.8260.8210.4401.0571.0470.7380.96318Efisiensi Irigasi (Data Efisiensi Saluran)0.7030.7030.7030.7030.7030.7030.7030.7030.7030.7030.7030.7030.7030.7030.7030.7030.7030.7030.7030.7030.7030.7030.7030.7030.7030.7030.7030.7030.7030.7030.7030.7030.7030.7030.7030.70319Keb. Air di intake (17)/(18)lt/dt/ha0.3590.751-1.3691.0261.8441.3791.0800.2941.106-0.6951.7411.3680.787-0.527-0.7090.364-0.6951.8311.6210.4930.3471.4250.2370.5271.2871.4060.3930.9301.2641.1741.1670.6251.5031.4891.0501.370Perkolasi2.5Efisiensi Irigasi70.90%kesimpulanKebutuhan air maksimum :1.844Pada periode Desember 1 saat penanaman Padi 1Kebutuhan air minimum :-1.369

Q rencana

Q intake terbesar =1.844lt/dt/haNo.Daerah PengaliranLuas Lahan (ha)Q ( lt/dt)Q (m3/det)`SaluranLuas LahanQ RencanaPanjang salurankmnIohoAPR^(2/3)VoAoh1Ih1-hoIbFdQ5Hzoz1UWLDWLFrBilangan Froudeefisiensi =70.9%1GL. 1 Ka100184.440.1844(Ha)(m/dt)(m)GradienLuas BasahKeliling BasahJari-Jari HidrolisV rencanaQ/Vh rencanaLebar DasarTinggi Jagaan(h1+Fd)Tinggi EnergiTinggi Energi2GL. 2 Ka4379.310.0793123456789101112131415161718192021222324252627283GL. 3 Ka4379.310.0793KP 34GL. 4 Ka4379.310.0793aSaluran Primer BGL 15GL. 5 Ka83153.090.1531Intake - BS2216.004.087333.00401.52.66240.00600.66651.8494.1780.71284224942.2101.8500.6670.0001.7750.1672.530.833155.000153.000155.915153.9150.8640.6116GL. 6 Ka4379.310.07931BGL 1 - BS1092.002.0141433.00401.51.97140.00030.89992.8115.0190.95902432420.7172.8110.900-0.0001.7740.2252.0531.125153.000152.500153.926153.4260.2410.1717GL. 7 Ka70129.110.12912BJN 1 - BS767.001.4152333.004011.74880.00040.86802.0713.9730.82559515190.6842.0690.868-0.0001.5170.2171.6531.084152.500151.500153.391152.3910.2340.1668GL. 8 Ka4379.310.07933PL 1 Ka -BS43.000.0792633.0035110.00250.34200.2341.3090.19545699340.3400.2330.342-0.0000.3420.085130.427151.500145.000151.847145.3470.1860.1319GL. 9.1 Ka62114.350.11444BKJ 1 - BS314.000.5792033.003511.23170.00150.63500.9002.5780.47859594670.6430.9000.6350.0000.7820.1591.2530.794145.000142.000145.656142.6560.2580.18210GL. 9.2 Ka4379.310.079311GL. 9 Ki110202.880.2029bSaluran Sekunder BGL 112CK. 1 Ka4379.310.0793BGL . 1 - BGL.21092.002.014333.00401.51.97140.00300.65151.4733.6330.6234330861.3671.4740.6520.0001.2850.1632.0530.814142.000141.000142.747141.7470.5410.38213CK. 1 Ki4379.310.07935GL. 1 Ka - BGL.1100.000.18433.0035110.01520.33530.2251.2840.19036823230.8200.2250.3350.0000.3350.084130.419141.000140.500141.370140.8700.4520.32014CK. 1 Te5092.220.092215Ct. 1 Ka4379.310.0793cSaluran Sekunder BGL 216Ct. 2 Ka4379.310.0793BGL. 2 - BGL. 3992.001.830333.00401.51.98790.00300.63151.3913.5320.59971141181.3151.3920.6320.0001.2560.1582.0530.790140.500139.500141.220140.2200.5280.37317Ct. 2 Ki72132.800.13286GL. 2 Ka - BGL.243.000.07933.0035110.01520.26050.1360.9970.13596486930.5860.1350.260-0.0000.2600.065130.325139.500139.000139.778139.2780.3670.25918Rm. 1 Ka 84154.930.154919Rm. 1 Ki4379.310.0793dSaluran Sekunder BGL 320Jn. 1 Ki5194.060.0941BGL. 3 - BGL. 4949.001.750133.00401.51.96680.00600.56301.0993.1370.51275642741.5911.1000.5630.0001.1080.1412.0530.704139.000138.200139.692138.8920.6770.47821Jn. 2 Ki92169.680.16977GL. 3 Ka - BGL. 343.000.07933.0035110.01520.26050.1360.9970.13596486930.5860.1350.260-0.0000.2600.065130.325138.200137.700138.478137.9780.3670.25922Jn. 3 Ka73134.640.134623Jn. 3 Ki4379.310.0793eSaluran Sekunder BGL 424Ps. 1 Ka81149.400.1494BGL. 4 - BGL. 5906.001.671133.00401.51.94560.00300.61801.3163.4310.57853278351.2691.3170.6180.0001.2030.1552.0530.773137.700137.300138.400138.0000.5150.36425Ps. 1 Ki80147.550.14768GL. 4 Ka - BGL. 443.000.079313.0035110.00060.41850.3501.6020.2558254160.2260.3500.4190.0000.4190.105130.523137.300137.100137.721137.5210.1120.07926Sp. 1 Ki4379.310.079327Sp. 2 Ka112206.570.2066fSaluran Sekunder BGL 528Sp. 3 Ka5499.600.0996BGL. 5 - BGL. 6863.001.592133.00401.51.92450.00910.51750.9172.8620.45497591491.7350.9170.5180.0000.9960.1292.0530.647137.100135.891137.771136.5620.7700.54529Sp. 3 Ki3055.330.05539GL. 5 Ka - BGL. 583.000.15333.0035110.00910.34250.2351.3110.1958380940.6540.2340.342-0.0000.3420.086130.428135.891135.591136.255135.9550.3570.25230St. 1Ka4379.310.079331St. Ki65119.890.1199gSaluran Sekunder BGL 632PL. 1 Ka4379.310.0793BGL. 6 -BGL. 7780.001.439133.004011.76320.00450.61101.0322.8050.51858614471.3931.0330.6110.0001.0780.1531.6530.764135.591134.991136.301135.7010.5690.40233Kj. 1 Ki70129.110.129110GL. 6 Ka - BGL. 643.000.079313.0035110.00130.37750.2851.4450.22296619060.2790.2840.377-0.0000.3770.094130.471134.991134.591135.372134.9720.1450.10334Kj. 2.1 Ki4379.310.079335Kj. 2 Ka3055.330.0553hSaluran Sekunder BGL 736Kj. 3 Ka85156.770.1568BGL. 7 - BGL. 8737.001.359133.004011.71560.00380.62251.0522.8290.52612676721.2901.0530.6230.0001.0690.1561.6530.779134.591134.091135.299134.7990.5220.36937Kj. 4 Ka4379.310.079311GL. 7 Ka - BGL 770.000.12933.0035110.00910.32500.2111.2440.18261126040.6090.2120.3250.0000.3250.081130.407134.091133.791134.435134.1350.3410.24138Kj. 4 Ki4379.310.0793

iSaluran Sekunder BGL 8BGL. 8 - BGL. 9.1667.001.2301334011.63810.00380.61300.9912.7380.5065178941.2420.9900.613-0.0001.0040.1531.6530.766133.791133.291134.482133.9820.5070.35812GL. 8 Ka - BGL 843.000.07931335110.00100.39400.3101.5080.23605400230.2560.3100.394-0.0000.3940.098130.492133.291132.991133.688133.3880.1300.092

jSaluran Sekunder BGL 9.1BGL 9.1 - BGL 9.2 6241.1511334011.59050.00300.62651.0172.7680.51570923221.1311.0170.6270.0000.9970.1571.6530.783132.991132.591133.683133.2830.4560.32313GL. 9.1 Ka - BGL 9.1620.1143335110.00910.31350.1971.2000.17404696970.5810.1970.3140.0000.3140.078130.392132.591132.291132.922132.6220.3310.234

kSaluran Sekunder BGL 9.2BGL 9.2 - BGL.95621.0371334011.52190.00150.68251.1752.9690.56866104610.8821.1750.6830.0001.0390.1711.6530.853132.291132.091133.013132.8130.3410.24114GL. 9.2 Ka - BGL 9.2430.07931335110.00290.33400.2231.2790.18938476020.3550.2230.3340.0000.3340.084130.418132.091131.191132.431131.5310.1960.139

lSaluran Sekunder BGL 9BGL 9 - BCK 15190.95714333511.46580.00190.67801.1332.9110.55591306990.8451.1330.678-0.0000.9940.1691.430.847131.191128.491131.905129.2050.3270.23215GL. 9 ki - BGL 91100.20313335110.00150.48800.4761.8680.31398543450.4260.4760.488-0.0000.4880.122130.610128.491128.291128.988128.7880.1950.138

mSaluran Sekunder BCK 1BCK 1 - BGL.94090.75414333511.30350.00190.65250.9812.6960.50628184040.7690.9810.6530.0000.8510.1631.430.816128.291125.591128.974126.2740.3040.21516Ck. 1 Ka - BCK 1430.07913335110.02260.24500.1200.9380.12528656970.6590.1200.2450.0000.2450.061130.307125.591122.591125.858122.8580.4240.30017Ck. 1 Ki - BCK 1430.07913335110.01500.26050.1360.9970.13596486930.5840.1360.2610.0000.2610.065130.326122.591120.591122.869120.8690.3650.25818Ck. 1 Te - BCK 1500.09213335110.03010.24550.1210.9400.12562760140.7630.1210.2460.0000.2460.061130.307120.591116.591120.866116.8660.4910.34719BCT. 1 - BCK 11580.29146635110.01350.39150.3071.4990.23405904450.9520.3060.391-0.0000.3910.098130.489116.591110.294117.028110.7310.4860.34420BRM. 1 - BCK 11150.21266635110.00600.40150.3221.5370.24206414860.6570.3230.4020.0000.4020.100130.502110.294106.294110.717106.7170.3310.234

m.1Saluran Sekunder BCT 1BCT 1 - BCT 21580.29133335110.00450.46150.4261.7670.29145981150.6850.4260.461-0.0000.4610.115130.577106.294104.794106.779105.2790.3220.22821Ct 1. Ka - Bct. 1430.0793335110.01520.26050.1360.9970.13596486930.5860.1350.260-0.0000.2600.065130.325104.794104.294105.071104.5710.3670.259

m.2Saluran Sekunder BCT 2BCT 2 - BCT 11150.21233335110.00450.41950.3521.6060.25664079550.6030.3520.419-0.0000.4190.105130.524104.294102.794104.732103.2320.2970.21022Ct.2 Ka - Bct. 2430.0793335110.03030.23450.1100.8980.11817897040.7200.1100.2350.0000.2350.059130.293102.794101.794103.055102.0550.4750.33623Ct. 2 Ki - Bct. 2720.1333335110.07580.23850.1140.9130.12087437751.1640.1140.2390.0000.2390.060130.298101.79499.294102.10299.6020.7610.538

m.3Saluran Sekunder BRM 1BRM 1 - BCK 11270.23435110.00600.41400.3431.5850.25216425690.6840.3420.414-0.0000.4140.103130.51799.29499.29499.73199.7310.3390.24024RM. 1 Ka - BRM 1840.1553335110.09090.24300.1180.9300.1239247651.3080.1180.2430.0000.2430.061130.30499.29496.29499.62496.6240.8460.59825RM. 1 Ki - BRM 1430.0793335110.06060.21150.0890.8100.10298253260.8870.0890.211-0.0000.2110.053130.26496.29494.29496.54594.5450.6160.436

nSaluran Sekunder BJN 1BJN 1 - BJN 2767.001.41513334011.74880.00150.71901.4213.2910.64226268070.9951.4220.7190.0001.2580.1801.6530.89994.29492.29495.06393.0630.3750.26526Jn. 1 Ki - BJN 151.000.09413335110.01500.27400.1501.0490.14543998570.6240.1510.2740.0000.2740.069130.34392.29490.29492.58890.5880.3800.269

oSaluran Sekunder BJN 2BJN 2 - BJN 3716.001.3213334011.69240.00600.57800.8992.6130.47412587461.4700.8990.578-0.0000.9780.1441.6530.72290.29488.29490.98188.9810.6170.43727Jn. 2 ki - BJN 292.000.17013335110.02260.30800.1901.1790.16998764660.8940.1900.3080.0000.3080.077130.38588.29485.29488.64285.6420.5140.363

pSaluran Sekunder BJN 3BJN 3 - BJN 2624.001.1514011.59050.00600.56500.8272.4970.44933964321.3930.8260.565-0.0000.8980.1411.6530.70685.29485.29485.95785.9570.5920.41828Jn. 3 Ka - BJN 3730.13513335110.05260.25300.1280.9690.13077069571.0500.1280.2530.0000.2530.063130.31785.29478.29485.60378.6030.6660.47129Jn. 3 ki - BJN 3430.07913335110.05260.21600.0930.8270.10591433430.8500.0930.216-0.0000.2160.054130.27078.29471.29478.54671.5460.5840.41330BPS 1 - BJN 31610.297153335110.00100.58350.6812.2340.39847788150.4360.6810.583-0.0000.5830.146130.72971.29469.79471.88770.3870.1820.12931BSP 1 - BJN 32390.44113333511.14080.00380.51900.5772.0600.35617501590.7630.5770.5190.0000.5920.1301.130.64969.79464.79470.34365.3430.3380.23932BST 1 - BJN 31080.199133335110.00040.59750.7142.2870.41127623840.2790.7150.5980.0000.5980.149130.74764.79464.29465.39564.8950.1150.081

p.1Saluran Sekunder BPS 1BPS 1 -BJN 31610.29735110.00100.58350.6812.2340.39847788150.4360.6810.583-0.0000.5830.146130.72964.29464.29464.88764.8870.1820.12933Ps. 1 Ka - BPS 1810.14913335110.04140.27100.1471.0380.14332065811.0200.1460.271-0.0000.2710.068130.33864.29458.79464.61759.1170.6260.44334Ps. 1 Ki - BPS800.14813335110.01130.32800.2151.2560.18486223420.6870.2150.328-0.0000.3280.082130.41058.79457.29459.14557.6450.3830.271

p.2Saluran Sekunder BSP 1BSP 1 - BSP 22390.4411333511.14080.01500.42150.3801.6730.26987982131.1580.3810.4220.0000.4810.1051.130.52757.29455.29457.78455.7840.5700.40335Sp. 1 Ki - BSP 1430.07913335110.03010.23500.1100.9000.11851506410.7190.1100.235-0.0000.2350.059130.29355.29451.29455.55551.5550.4740.335

p.3Saluran Sekunder BSP 2BSP 2 -BSP 31960.36216333511.06150.00090.61550.7812.3940.43637524330.4630.7810.615-0.0000.6530.1541.130.76951.29449.79451.92050.4200.1880.13336Sp. 2 Ka - BSP 21120.2073335110.15150.24550.1210.9400.12562760141.7120.1210.2460.0000.2460.061130.30749.79444.79450.18945.1891.1030.780

p.4Saluran Sekunder BSP 3BSP 3 - BSP 2840.155163335110.00090.48450.4691.8550.31098643640.3300.4700.4850.0000.4850.121130.60644.79443.29445.28443.7840.1510.10737Sp. 3 Ka - BSP 3540.1003335110.07580.21900.0960.8380.10788023711.0390.0960.219-0.0000.2190.055130.27443.29440.79443.56841.0680.7090.50138Sp.3 Ki - BSP 3300.0553335110.04550.19800.0780.7580.09431265980.7040.0790.1980.0000.1980.050130.24840.79439.29441.01739.5170.5050.357

p.5Saluran Sekunder BST 1BST 1 - BJN 31080.199133335110.00040.59750.7142.2870.41127623840.2790.7150.5980.0000.5980.149130.74739.29438.79439.89539.3950.1150.08139St. 1 Ka - BST 1430.07913335110.01130.27200.1481.0410.14402623610.5350.1480.2720.0000.2720.068130.34038.79437.29439.08037.5800.3280.23240St. 1 ki - BST 1650.12013335110.02250.27750.1541.0620.14792232440.7770.1540.2780.0000.2780.069130.34737.29434.29837.60234.6070.4710.333

oSaluran Sekunder BKJ 1BKJ 1 - BKJ 2.13140.5793333511.23170.00750.49750.5522.0200.34566984581.0480.5520.4980.0000.6130.1241.2530.62234.29831.79834.85232.3520.4740.33641Kj. 1 Ki - BKJ 1700.1293335110.09090.23000.1060.8810.11516491391.2150.1060.2300.0000.2300.058130.28831.79828.79832.10429.1040.8080.572

pSaluran Sekunder BKJ 2.1BKJ 2.1 - BKJ 22440.4501333511.15000.03380.37500.3021.4920.23156711931.4910.3020.375-0.0000.4310.0941.130.46828.79824.29829.28624.7860.7780.55042Kj. 2.1 Ki - BKJ 2.1430.0793335110.04550.22100.0980.8460.10919584270.8150.0970.221-0.0000.2210.055130.27624.29822.79824.55323.0530.5540.392

qSaluran Sekunder BKJ 2BKJ 2 - BKJ 32010.3711333511.07070.03010.36650.2781.4290.21923381251.3310.2790.3670.0000.3930.0921.130.45822.79818.79823.25519.2550.7020.49643Kj. 2 ka - BKJ 2300.0553335110.01760.22850.1040.8750.114164570.5300.1040.2290.0000.2290.057130.28618.79818.21819.04118.4610.3540.250

rSaluran Sekunder BKJ 3BKJ 3 - BKJ 41710.3151333511.01540.02260.36950.2751.4200.21777275851.1450.2760.3700.0000.3750.0921.130.46218.21815.21818.65515.6550.6010.42544Kj. 3 ka -BKJ 3850.1573335110.10610.23850.1140.9130.12087437751.3780.1140.2390.0000.2390.060130.29815.21811.71815.55412.0540.9010.637

sSaluran Sekunder BKJ 4BKJ 4 _BKJ 3860.15913335110.02260.3020.1821.1560.16558678090.8700.1820.302-0.0000.3020.075130.37711.7188.71812.0599.0590.5060.35845Kj. 4 Ka - BKJ 4430.0793335110.12120.19050.0730.7290.08957972251.0920.0730.1910.0000.1910.048130.2388.7184.7188.9704.9700.7980.564Kj. 4 Ki - BKJ 4430.0793335110.06060.21150.0890.8100.10298253260.8870.0890.211-0.0000.2110.053130.2644.7182.7184.9702.9700.6160.436

Bangunan Utama

tinggi bendung max 3mData - Dataleba sungai max 30mdebit per kala ulang 100 thanun 8 m3/dtk/mPerencanaa Mercu Bendungtinggi tembok pnahan 6mlebar max bendug 1.2xlebar sungaUWL155.9154855187mDWL153.9154855187mQ4.0871908133mToleransi Tinggi1.5Kontur110(peta)1Elevasi mercu267.4154855187maliran persatuan lebar hendaknya dibatasi 1.2-1.4Tinggi Mercutinggi energi max 3.5-4.5Tampak Hulu5mnilai rencana(KP 2 maks 3 m)tekanan mercu mercu dibatasi sampai 4mTampak Hilir6.5mnilai rencanatingi jagaan 0.75-1.5Elevasi Dasar Bendungtinggi air udik 4mElevasi Hulu262.4155mtinggi pembendung 10mElevasi Hilir260.9155mBangunan Pembilas2Lebar Efektif Bendungelevasi ambang bangunan pengambilLebar sungai100m(data)Lebar bendung ( Bb )120mLebar Pembilas Total12m(ketentuan 1/6 - 1/10)lebar pembilas sebaiknya diambil 60% dari lebar total pengambilnyaLebar Satu Lubang (Undersluice)2.4m(ketentuan maks 2.5 m )Lebar Pilar Pembilas1.5m(ketentuan 1 - 1.5 m)Jari" Pilar Pembilas (Hulu)0.75mJari" Pilar Pembilas (Hilir)3mJumlah Pilar3(ketentuan maks 3)pembilasJumlah Pintu Pembilas3tinggi 1.5x diameter terbesar sedimen dasarBe=B - 2 ( n Kp + Ka ) H1tinggi saluran pembilas bawah hendaknya 1mn:jumlah pilar=3tinggi diambil 1/3-1/4Kp:koef. Konstrakasi pilar=0.01Ka:koef. Konstrakasi pangkal bendung=0.1H1:tinggi energi hulu, mdimensi rata-rata 5-20m ntuk panjang saluran pembilasH2:tinggi energi hilir=267.42-265.92=1.501-2 tinggi saluran pembilas0.2-0.5m tebal betonCara lainBe = Bb - 20% (b-t) bb: Panjang mercu bruto =120.000mtinggi mercu krib 1:2.5-1:3.5b: Jumlah lebar bruto pembilas=12mtinggi jagaan 0.25 diatas elevasi angkal bendungbp: Lebar pilar=1.5mt: Jumlah pilar-pilar pembilas=3, makaBe=118.52m

3Tinggi Muka Air Banjir di Udik

Qd = C . be . He1,5

Qd=1878.6580807622m3/dt(diambil dari data Qd PMP dengan Q terbesar)Be=118.52mC=2( ketentuan 1.8 - 2.2), makaHe =3.9750557241m397.5055724131Muka air banjir hulu=155.9155+3.98+110=269.8905meterElevasi Dinding Bendung=271.39meterW=1.500meter> 1.50 Muka air banjir hilir=155.92meterElevasi Dinding Bendung=156.92meterW=1.00meter> 1.00Jari - Jari Pelimpah1.1925167172m(ketentuan 0.3 - 0.7 He) utk pas. Batu

Perencanaan IntakeBangunan IntakeData- DataQ Intake=4.087m3/dtHe Intake=3.9751mZ=0.2m=0.85(ketentuan 0.8 - 0.9)(dalam KP 2 ditentukan 0.8)c=1.71Menentukan parameter" bangunan IntakeQ = . B . a . (2 . 9,18 . z)^0.5,makaB =0.6107mdiambil b =1A =2.4274007873m2V =1.68377255m/dtPintu SorongLebar Pintu Intake2m(ketentuan < 2.5 m)Jumlah Pintu2buahJumlah Pilar1buah2Menentukan Diameter Butir Lolos IntakeV=1.68377255m/dtQs=2.65(pasir berlanau) (lumpur)V = 0,396 . {(Qs -1) d }1/2, makad=10.9570220107mmGrafik USBR IVPerencanaan Peredam EnergiData- DataQd=797.1708077514m3/dtHe=3.9750557241mZ=6.5mB=96.00m1Menentukan Kecepatan Aliran di Kaki Bendung V1 = , makaV =9.4092881424m/dt2Menentukan tinggi Energi D1 =Grafik USBR II, makaD=0.8825176204m3Menentukan Angka FroudeFR = V(g D)^0.5, makaFR=3.1978682849USBR IVPENENTUAN MEMAKAI USBR IV ATAU II4Menentukan Parameter BangunanL / Y2=5.2Dari Grafik Hub. L/Y2 dgn FR (USBR IV) via AutoCADD2 = , makaD2 =3.0154768123m158.9310Gambar Peredam Energi USBR IIL =15.680479424mMaka Diperoleh Data" DimensiUSBR IV(Tiap peredam Energi Berbeda Ketentuan lihat di KP 2)-Panjang Olakan=15.7mL=-Tinggi Lebar, Blok muka=0.9mh1=-Lebar Blok Muka=0.9mw1=-Selang Antar Blok Muka=0.9ms1=-Selang Blok M dgn Dind.=0.44mD1/2=-Tinggi Ambang Bergigi=0.6mh2=-Lebar dan selang (maks)=0.5mw2;s2=-Jarak ambang gigi=0.06m

Bangunan Peredam Energi

RayapanGaris LinePanjang Rembesan ( m )Panjang Rayapan MinimumJenis TanahCVertikalHorisontal1/3 HorisontalDataPasir agregat halus atau lanau8.5A - B2.00-Elevasi Mercu=267.4154855187mPasir halus7.5B - C-0.500.17Tinggi Mercu Hulu=5mPasir sedang6C - D1.73-Tinggi gigi olakan=0.9mPasir kasar5D - E-4.631.54Elevasi Olakan=261.5mKerikil halus4E - F1.13-H=5.9mKerikil sedang3.5F - G-0.560.19C=4(kerikil halus)Kerikil besar termasuk berangkal3G - H1.13-Panjang Rayapan MinimumBongkah dengan sedikit brongkal + kerikil2.5H - I-5.001.67CLempung lunak3I - J1.13-Lempung sedang2J - K-0.560.19Lempung keras1.8K - L1.13-Panjang Rayapan (Lb)=23.5300704815mLempung sangat keras1.6L - M-5.001.67M - N1.13-Panjang RembesanN - O-0.560.19Lv=22.06mO - P1.13-Lh=33.33mP - Q-1.000.33Q - R3.50-Nilai Rayapan Rencana (Lp)=33.17m>23.5300704815mMemadaiR - S-0.500.17S - T2.23-T - U-3.921.31U - V1.00-V - W-0.800.27W - X1.00-X - Y-1.450.48Y - Z0.50-Z - 1'-8.552.851' - 2'0.95-2' - 3' -0.300.103' - 4' 2.37-Jumlah22.0633.3311.11

Stabilitas & ControlSkala100mBerat Jenis2.2kg/m3(Pas. Batu)Lebar per satuan1mSegmenBentuk SegmenDimensiDimensi SkalaLuas (m2)Volume (m3)Berat Sendiri (ton)HoriVertiHoriVerti12Persegi Panjang135.2740.231.3527.402310.007910.007922.017413Segitiga56560.560.560.15680.15680.345014Segitiga23.1955560.23200.560.06490.06490.142915Persegi Panjang56560.560.560.31360.31360.689916Persegi Panjang51.0454193.0450.51051.93050.98540.98542.167917Segitiga111.45193.0451.11451.93051.07571.07572.366618Segitiga418.85419.474.18854.19478.78488.784819.326519Persegi Panjang418.85321.394.18853.213913.461413.461429.615120Segitiga8080.630.80.80630.32250.32250.709521Persegi Panjang341.3980.633.41390.80632.75262.75266.055822Segitiga1451451.451.451.05131.05132.312823Persegi Panjang296.391452.96391.454.29774.29779.4548Gaya Vertikal43.274643.274695.2042Akibat Gaya VertikalSegmenVolume Berat Sendiri (ton)Titik Berat Segmen ke titik tumpuan (m)Lengan Momen Momen (m3)Momen (m)SegmenTumpuan (tm)1210.007922.01740.67600.676014.883814.8838130.15680.34500.37330.37330.12880.1288140.06490.14290.07731.19730.01100.1711150.31360.68990.28000.84000.19320.5795160.98542.16790.25520.25520.55330.5533171.07572.36660.37150.88200.87922.0873188.784819.32651.39622.748226.982953.11231913.461429.61512.09433.446362.0215102.0611200.32250.70950.26675.80720.18924.1204212.75266.05581.70707.247510.336943.8890221.05132.31280.48339.43771.117821.8271234.29779.45481.482010.436414.011698.674095.2042131.309342.0877Jarak titik Pv trhdp tumpuan3.5932003898mGaya HorisontalAkibat Gaya HorisontalAkibat GempaSegmenVolume Berat Sendiri (ton)Titik Berat Segmen ke titik tumpuan (m)Lengan Momen Koefisien Gempa0.15M3Momen (m)(tm)1210.007922.01743.70125.6316123.9932SegmenBerat Gaya Gempa (ton)Lengan MomenMomen (tm)130.15680.34500.18679.51941666673.2838Sendiri ( ton )140.06490.14290.18679.332751.33351222.01743.30265.631618.5990150.31360.68990.28009.612756.6320130.34500.05179.51940.4926160.98542.16790.96520.9652252.0925140.14290.02149.33280.2000171.07572.36661.28701.28696666673.0458150.68990.10359.61280.9948188.784819.32651.39825.1443599.4220162.16790.32520.96520.31391913.461429.61511.60703.5374104.7605172.36660.35501.28700.4569200.32250.70950.26884.60681666673.26871819.32652.89905.144414.9133212.75266.05580.40322.637415.97151929.61514.44233.537415.7141221.05132.31280.48333.37767.8115200.70950.10644.60680.4903234.29779.45480.72501.412413.3540216.05580.90842.63742.395795.2042384.9692222.31280.34693.37761.1717239.45481.41821.41242.0031Jarak titik Ph trhdp tumpuan4.0436165548m14.280657.7454UpliftJarak titik Pg trhdp tumpuan4.0436165548mAkibat Tekanan UpliftPx = Hx - Lx/ L. HdimanaPx =Gaya Angkat pada xHx=Tinggi energi di hulu bendung (Banjir)Lx=Jarak panjang titik x sampai ke huluL=Panjang total bidang kontak bendung dan tanah bawahH=Beda tinggi EnergiH hulu=5mHx=6.8654370629mHe=1.8654mH olakan=7mL=10.8897mH=2mSkala=100m1,TitikLxLx/LPx (m)Dalam Skala2,Berat Jenis1kg/m3(air)Skala100mA4.89280.44935.9668596.6826Lebar per satuan1mB5.40280.49615.8732587.3160C7.63180.70085.4638546.3782D11.54181.05994.7457474.5673SegmenLuasLuas Dalam SkalaVolumeGaya UpliftGaya HidrostatikE12.53241.15084.5637456.3739F13.33241.22434.4168441.6811UP 130219.313.02193.02193.0219G14.32621.31564.2343423.4290UP 263177.68196.31786.31786.3178H15.78251.44933.9668396.6826UP 3199872.809519.987319.987319.9873UP 435922.23.59223.59223.5922UP 559458.125.94585.94585.945838.8650Perhitungan Gaya Hidrostatik (Kondisi Air Normal)Skala100SegmenDimensiDimensi SkalaGaya (Ton)Lengan (m)Momen (tm)HoriVertiHoriVertiVHxyTahanGulingA15005005512.5006.556781.9583A250050055-12.500-4.626757.8333A356560.560.560.15680.18670.0293Jumlah0.15680.00057.862681.9583Tekanan Tanah PasifTekanan Tanah PasifSudut Geser ()=35Berat Jenis Tanah ()=17.5kN/m31.75ton/m3Cohesi (c)=0.8kN/m3Kp=3.6901723321 = . H . Ka - 2 c' (Kp)^0.5SegmenDimensiDimensi SkalaGaya (Ton)Lengan (m)Momen (tm)HoriVertiHoriVertiVHxyTahanGulingKA1413.392362.23345535744.133923.622348.82618440551.378032.5508KA2296.3841913.98906385712.96384-19.1399-28.3637867351-0.987918.9092Jumlah4.482418.909232.5508Akibat Tekanan LumpurVs=1.0548296841m/sQd=5.1685714286m/dt3Luas=4.8999108639m2Lebar =96mRekapitulasi Perhitungan Gaya-GayaTinggi Lumpur=0.0510407382mPs=0.0041682511m(KP 2)NoJenis GayaGayaMomenLebar per satuan=1mH (ton)V (ton)Tahan (tonm)Guling (tonm)Berat Volume=2.65kg/m31Berat Sendiri95.2042342.08772Gempa14.280657.7454Maka gaya tekan lumpur=0.0002818946kg3Hidrostatik0.00000.156857.862681.95834Tekanan Uplift-38.865012145Tekanan Aktif4.482418.909232.5508Jumlah18.763156.4960418.8595172.25451. Tinjau Terhadap Guling

Sf =418.8595=2.4316316486>1.5OK172.2545Harga-harga perkiraan untuk koeflsien gesekanBahanf2. Tinjau Terhadap GeserPasangan batu pada pasangan batu0.60 - 0.75L =10.8897mA =10.8897mBatu keras berkualitas baik0.75B =1mc =1.1kg/m2Kerikil0.5f =0.75Pasir0.4Sf =54.3506=2.8966818707>2OKLempung0.318.763142.3719793753. Eksentrisitas

L =10.8897m

a =246.6050=4.3650m56.4960

e =1.07981.5OK818324.73907

2Perhitungan Kontrol Terhadap Geser Rumus :V . f1.5HTanpa UpliftDik :V =36546.11tmH =3835.92tm

25582.278126.6691297287>1.5OK3835.92

Stabilitas terhadap daya dukung

Qult = 1,3.C.Nc + Hp. .Nq + 0,4.B. .N7616.516558

sf diasumsikan2.57616.516558

3046.6066232e=KONTROL88.0671557915=Qult = daya dukung ultimate tanah (kN/m2)C = nilai cohesi tanah (ton/m2) = 8 kN/m2Hp = kedalaman pondasi (m) = 8,4567 mB = lebar dasar main dam (m) = 19,36 m = 19,1 kN/m3 = 35o Nc,Nq,N = koefisien tanah berdasarkan sudut gesernya.Dari data sudut geser = 35o didapat :Dari Tabel Terzaghi ( dalam Analisis dan Perencanaan Fondasi karangan Hary C.H, 2010, halaman121 ) didapat sebagai berikut :Nc = 57,8Nq = 41,4N = 42,4

Q rencana (3)

Q intake terbesar =1.844lt/dt/haNo.SaluranLuas LahanQ RencanaPanjang salurankmnIohoAPR^(2/3)VoAoh1Ih1-hoIbFdQ5Hzoz1UWLDWLFrBilangan Froudeefisiensi =70.9%(Ha)(m/dt)(m)GradienLuas BasahKeliling BasahJari-Jari HidrolisV rencanaQ/Vh rencanaLebar DasarTinggi Jagaan(h1+Fd)Tinggi EnergiTinggi Energi12345678910111213141516171819202122232425262728KP 3No.Daerah PengaliranLuas Lahan (ha)Q ( lt/dt)Q (m3/det)1BM.1Ka814.760.0148aSaluran Primer BBM 12BM.2Ki202372.570.37261Intake - BBM 1468.000.863658.0035100.00030.8760.7672.4780.41909146140.2543.3981.8430.9670.0000.4611.432.30428.19427.99730.04129.8430.0600.0423BM.3Ki2953.490.05354BM.4Ki3055.330.0553bSaluran Sekunder BBM 15BM.5Ki82151.240.15122BBM 1 - end sturcture (sal. Muka BM. 1 ka)8.000.0153511.97136166790.00030.3000.2671.4400.20971803080.1270.1160.198-0.1020.3900.049130.24727.99727.99728.19528.1950.0910.0656BM.6Ki4684.840.08483BBM 1 Ka460.000.848721.003511.74879296580.00030.8712.0853.9870.82940192780.5031.6870.783-0.0881.3700.1961.430.97927.99727.78028.79328.5770.1810.1287BM.7Ki2749.800.04988BM.8Ka23.690.0037cSaluran Sekunder BM29BM.8Ki12647.950.04804BBM 2 - BM. 2 ki202.000.37335100.00030.7670.5882.1690.35104583360.2131.7511.3230.5560.0000.3311.131.6540.0000.0001.3251.3250.0590.04210BM.8Ki21629.510.02955BBM 2 - BBM 3258.000.4761171.0035100.00030.8120.6592.2970.37877215370.2302.0721.4400.6280.0000.3601.131.7990.000-0.3511.4421.0910.0610.043

dSaluran Sekunder BM36BBM 3 - BM. 3 ki29.000.05335100.00030.4450.1981.2590.16986999960.1030.5190.7210.2760.0000.180130.9010.0000.0000.7210.7210.0390.0277BBM 3 - BBM 4229.000.422576.0035100.00030.7880.6212.2290.36391919320.2211.9151.3840.5960.0000.3461.131.7300.000-0.1731.3861.2130.0600.042

eSaluran Sekunder BM48BBM 4 - BM. 4 ki30.000.05535100.00030.4500.2031.2730.17241962230.1050.5290.7280.2780.0000.182130.9090.0000.0000.7280.7280.0390.0289BBM 4 - BBM 5199.000.3671090.0035100.00030.7630.5822.1580.34860696110.2111.7371.3180.5550.0000.3291.131.6470.000-0.3271.3200.9930.0590.042

fSaluran Sekunder BM510BBM 5 - BM. 5 ki82.000.15135100.00030.6100.3721.7250.25866824570.1570.9640.9820.3720.0000.246131.2280.0000.0000.9830.9830.0510.03611BBM 5 - BBM 6117.000.216543.0035100.00030.6800.4621.9230.29898441770.1811.1911.0910.4110.0000.273131.3640.000-0.1631.0930.9300.0550.039

gSaluran Sekunder BM612BBM 6 - BM. 6 ki46.000.08535100.00031.4970.1254.2330.04776898830.0292.9301.7120.2150.0000.428132.1400.0000.0001.7121.7120.0070.00513BBM 6 - BBM 771.000.131891.0035100.00031.4970.1954.2330.07451962180.0452.8991.7030.2060.0000.426132.1280.000-0.2671.7031.4350.0110.008

hSaluran Sekunder BM714BBM 7 - BM. 7 ki27.000.05035100.00031.4970.0744.2330.02827924110.0172.9051.7040.2080.0000.426132.1300.0000.0001.7041.7040.0040.00315BBM 7 - BBM 844.000.081333.0035100.00031.4970.1204.2330.04585822880.0282.9191.7090.2120.0000.427132.1360.000-0.1001.7091.6090.0070.005

iSaluran Sekunder BM 816BM.8 - end structure (sal. Muka BM.8 Ka)2.000.00435100.00031.4970.0054.2330.00206362030.0012.9491.7170.2210.0000.429132.1460.0000.0001.7171.7170.0000.00017BM.8 - end structure (sal. Muka BM.8 Ki1)26.000.04835100.00031.4970.0804.2330.03057215250.0192.5871.6090.1120.0000.402132.0110.0000.0001.6091.6090.0050.00318BM.8 - end structure (sal. Muka BM.8 Ki2)16.000.0303511.71559376250.00031.4970.0166.8010.00445751140.00310.9212.0050.5093.4400.501132.5070.0000.0002.0052.0050.0010.000

Sheet4

No.SaluranLuas LahanDebitKemiringanPerbandinganFaktor(Ha)dalamtalutb/hKekasaran(m3/dt)1 : mnk0.000.151.01.0350.150.301.01.01.035aSaluran Primer BBM 10.300.501.01.01.2351Intake - BBM 1468.000.500.751.01.21.3350.751.001.01.31.535bSaluran Sekunder BBM 11.001.501.01.51.8402BBM 1 - end sturcture (sal. Muka BM. 1 ka)8.001.503.001.51.82.3403BBM 1 Ka460.003.004.501.52.32.7404.505.001.52.72.940cSaluran Sekunder BM25.006.001.52.93.142.54BBM 2 - BM. 2 ki202.006.007.501.53.13.542.55BBM 2 - BBM 3258.007.509.001.53.53.742.5

dSaluran Sekunder BM39.0010.001.53.73.942.56BBM 3 - BM. 3 ki29.007BBM 3 - BBM 4229.0010.0011.002.03.94.24511.0015.002.04.24.945eSaluran Sekunder BM415.0025.002.04.96.5458BBM 4 - BM. 4 ki30.0025.0040.002.06.59.0459BBM 4 - BBM 5199.00

fSaluran Sekunder BM510BBM 5 - BM. 5 ki82.0011BBM 5 - BBM 6117.00

gSaluran Sekunder BM612BBM 6 - BM. 6 ki46.0013BBM 6 - BBM 771.00

hSaluran Sekunder BM714BBM 7 - BM. 7 ki27.0015BBM 7 - BBM 844.00

iSaluran Sekunder BM 816BM.8 - end structure (sal. Muka BM.8 Ka)2.0017BM.8 - end structure (sal. Muka BM.8 Ki1)26.0018BM.8 - end structure (sal. Muka BM.8 Ki2)16.00

Link Q RencanaKarakteristik SaluranQ intake terbesar =1.8444001865lt/dt/haefisiensi =70.90%DebitKemiringanPerbandinganFaktordalamtalutb/hKekasaranLuas LahanQ Rencanan(m3/dt)1 : mnkaSaluran Primer BGL 1(Ha)(m/dt)CEKQ < 1Q < 5Q < 10Q < 400.000.151.01.03512345678910110.150.301.01.01.0350.300.501.01.01.235aSaluran Primer BGL 10.500.751.01.21.335Intake - BS22164.08722.66239693784.0872TRUE0.0002.6622.7172.1260.751.001.01.31.5351BGL 1 - BS10922.01411.97136166792.0141TRUE0.0001.9712.3031.5041.001.501.01.51.8402BJN 1 - BS7671.41471.74879296581.4147TRUE0.0001.7492.1831.3241.503.001.51.82.3403PL 1 Ka -BS430.079310.0793TRUE1.0000.9481.9160.9243.004.501.52.32.7404BKJ 1 - BS3140.57911.23165666340.5791TRUE1.2321.2472.0161.0744.505.001.52.72.9405.006.001.52.93.142.5bSaluran Sekunder BGL 16.007.501.53.13.542.5BGL . 1 - BGL.210922.01411.97136166792.0141TRUE0.0001.9712.3031.5047.509.001.53.53.742.55GL. 1 Ka - BGL.11000.184410.1844TRUE1.0001.0111.9370.9559.0010.001.53.73.942.5cSaluran Sekunder BGL 2BGL. 2 - BGL. 39921.82961.98790532931.8296TRUE0.0001.9882.2661.44910.0011.002.03.94.2456GL. 2 Ka - BGL.2430.079310.0793TRUE1.0000.9481.9160.92411.0015.002.04.24.94515.0025.002.04.96.545dSaluran Sekunder BGL 325.0040.002.06.59.045BGL. 3 - BGL. 49491.75031.96675620721.7503TRUE0.0001.9672.2501.4257GL. 3 Ka - BGL. 3430.079310.0793TRUE1.0000.9481.9160.924

eSaluran Sekunder BGL 4BGL. 4 - BGL. 59061.67101.94560708511.6710TRUE0.0001.9462.2341.4018GL. 4 Ka - BGL. 4430.079310.0793TRUE1.0000.9481.9160.924

fSaluran Sekunder BGL 5BGL. 5 - BGL. 68631.59171.92445796291.5917TRUE0.0001.9242.2181.3789GL. 5 Ka - BGL. 5830.153110.1531TRUE1.0000.9921.9310.946

gSaluran Sekunder BGL 6BGL. 6 -BGL. 77801.43861.76317928731.4386TRUE0.0001.7632.1881.33210GL. 6 Ka - BGL. 6430.079310.0793TRUE1.0000.9481.9160.924

hSaluran Sekunder BGL 7BGL. 7 - BGL. 87371.35931.71559376251.3593TRUE0.0001.7162.1721.30811GL. 7 Ka - BGL 7700.129110.1291TRUE1.0000.9771.9260.939

iSaluran Sekunder BGL 8BGL. 8 - BGL. 9.16671.23021.63812895461.2302TRUE0.0001.6382.1461.26912GL. 8 Ka - BGL 8430.079310.0793TRUE1.0000.9481.9160.924

jSaluran Sekunder BGL 9.1BGL 9.1 - BGL 9.2 6241.15091.59054342981.1509TRUE0.0001.5912.1301.24513GL. 9.1 Ka - BGL 9.1620.114410.1144TRUE1.0000.9691.9230.934

kSaluran Sekunder BGL 9.2BGL 9.2 - BGL.95621.03661.52193174291.0366TRUE0.0001.5222.1071.21114GL. 9.2 Ka - BGL 9.2430.079310.0793TRUE1.0000.9481.9160.924

lSaluran Sekunder BGL 9BGL 9 - BCK 15190.95721.46579495740.9572TRUE1.4661.4742.0911.18715GL. 9 ki - BGL 91100.202910.2029TRUE1.0001.0221.9410.961

mSaluran Sekunder BCK 1BCK 1 - BGL.94090.75441.3034877410.7544TRUE1.3031.3532.0511.12616Ck. 1 Ka - BCK 1430.079310.0793TRUE1.0000.9481.9160.92417Ck. 1 Ki - BCK 1430.079310.0793TRUE1.0000.9481.9160.92418Ck. 1 Te - BCK 1500.092210.0922TRUE1.0000.9551.9180.92819BCT. 1 - BCK 11580.291410.2914TRUE1.0001.0751.9580.98720BRM. 1 - BCK 11150.212110.2121TRUE1.0001.0271.9420.964

m.1Saluran Sekunder BCT 1BCT 1 - BCT 21580.291410.2914TRUE1.0001.0751.9580.98721Ct 1. Ka - Bct. 1430.079310.0793TRUE1.0000.9481.9160.924

m.2Saluran Sekunder BCT 2BCT 2 - BCT 11150.212110.2121TRUE1.0001.0271.9420.96422Ct.2 Ka - Bct. 2430.079310.0793TRUE1.0000.9481.9160.92423Ct. 2 Ki - Bct. 2720.132810.1328TRUE1.0000.9801.9270.940

m.3Saluran Sekunder BRM 1BRM 1 - BCK 11270.234210.2342TRUE1.0001.0411.9470.97024RM. 1 Ka - BRM 1840.154910.1549TRUE1.0000.9931.9310.94625RM. 1 Ki - BRM 1430.079310.0793TRUE1.0000.9481.9160.924

nSaluran Sekunder BJN 1BJN 1 - BJN 27671.41471.74879296581.4147TRUE0.0001.7492.1831.32426Jn. 1 Ki - BJN 1510.094110.0941TRUE1.0000.9561.9190.928

oSaluran Sekunder BJN 2BJN 2 - BJN 37161.32061.69235432011.3206TRUE0.0001.6922.1641.29627Jn. 2 ki - BJN 2920.169710.1697TRUE1.0001.0021.9340.951

pSaluran Sekunder BJN 3BJN 3 - BJN 26241.15091.59054342981.1509TRUE0.0001.5912.1301.24528Jn. 3 Ka - BJN 3730.134610.1346TRUE1.0000.9811.9270.94029Jn. 3 ki - BJN 3430.079310.0793TRUE1.0000.9481.9160.92430BPS 1 - BJN 31610.296910.2969TRUE1.0001.0781.9590.98931BSP 1 - BJN 32390.44081.14081164460.4408TRUE1.1411.1641.9881.03232BST 1 - BJN 31080.199210.1992TRUE1.0001.0201.9400.960

p.1Saluran Sekunder BPS 1BPS 1 -BJN 31610.296910.2969TRUE1.0001.0781.9590.98933Ps. 1 Ka - BPS 1810.149410.1494TRUE1.0000.9901.9300.94534Ps. 1 Ki - BPS800.147610.1476TRUE1.0000.9891.9300.944

p.2Saluran Sekunder BSP 1BSP 1 - BSP 22390.44081.14081164460.4408TRUE1.1411.1641.9881.03235Sp. 1 Ki - BSP 1430.079310.0793TRUE1.0000.9481.9160.924

p.3Saluran Sekunder BSP 2BSP 2 -BSP 31960.36151.06150243660.3615TRUE1.0621.1171.9721.00836Sp. 2 Ka - BSP 21120.206610.2066TRUE1.0001.0241.9410.962

p.4Saluran Sekunder BSP 3BSP 3 - BSP 2840.154910.1549TRUE1.0000.9931.9310.94637Sp. 3 Ka - BSP 3540.099610.0996TRUE1.0000.9601.9200.93038Sp.3 Ki - BSP 3300.055310.0553TRUE1.0000.9331.9110.917

p.5Saluran Sekunder BST 1BST 1 - BJN 31080.199210.1992TRUE1.0001.0201.9400.96039St. 1 Ka - BST 1430.079310.0793TRUE1.0000.9481.9160.92440St. 1 ki - BST 1650.119910.1199TRUE1.0000.9721.9240.936

oSaluran Sekunder BKJ 1BKJ 1 - BKJ 2.13140.57911.23165666340.5791TRUE1.2321.2472.0161.07441Kj. 1 Ki - BKJ 1700.129110.1291TRUE1.0000.9771.9260.939

pSaluran Sekunder BKJ 2.1BKJ 2.1 - BKJ 22440.45001.15003364550.4500TRUE1.1501.1701.9901.03542Kj. 2.1 Ki - BKJ 2.1430.079310.0793TRUE1.0000.9481.9160.924

qSaluran Sekunder BKJ 2BKJ 2 - BKJ 32010.37071.07072443750.3707TRUE1.0711.1221.9741.01143Kj. 2 ka - BKJ 2300.055310.0553TRUE1.0000.9331.9110.917

rSaluran Sekunder BKJ 3BKJ 3 - BKJ 41710.31541.01539243190.3154TRUE1.0151.0891.9630.99544Kj. 3 ka -BKJ 3850.156810.1568TRUE1.0000.9941.9310.947

sSaluran Sekunder BKJ 4BKJ 4 _BKJ 3860.158610.1586TRUE1.0000.9951.9320.94845Kj. 4 Ka - BKJ 4430.079310.0793TRUE1.0000.9481.9160.924Kj. 4 Ki - BKJ 4430.079310.0793TRUE1.0000.9481.9160.924

STABILITAS 2

LUAS SEGMEN BENDUNG (G: VERTIKAL KE BAWAH)1.00LUAS SEGMEN BENDUNG (W: HORIZONTAL)1.00SKALA GAMBAR 2.32 DAN BERAT JENIS BETON BERTULANG 24 kN/m310.00NOSEGMEN (G)RUMUSLUAS (M2)LUAS ASLI M224.00lengan(m)momen kN m (-)NOSEGMEN (W)RUMUSLUAS (M2)LUAS ASLI M2gaya kNlengan1.00momen kN mgaya kN1.00W11/2 x 9.75 x 10.852.6552.65526.5026.3126.3113852.221G1(10,8 X 1,61)17.38817.39417.31198.09-82665.332.00W22.24 x 7.3116.3716.37163.7426.3126.31-7923.842G2(0,5x2,12x7,91)8.38468.38201.23196.79-39600.135.00W2ii1/2 x 3.76 x 7.3113.7413.74137.430.003G3(2,82x4,25)11.98511.99287.64196.79-56604.686.00W3i3.95 x 2.198.658.6586.5122.9522.953043.574G4(13,75X4,25)58.4458.441402.50193.97-272042.937.00W3ii1/2 x 2.17 x 4,254.614.6146.110.005G5(4,25X7,14)30.3530.35728.28181.22-131978.908.00W111/2 x 9.17 x 12.7558.4658.46584.5935.4135.41-20700.246G6(13,28x4,25)56.4456.441354.56177.33-240204.129.00W121/2 x 14.04 x 15.81110.99110.991109.8615.8115.8117546.927G7(3,6X7,14)25.7025.70616.90164.35-101386.8610.00W135.05 x 2.1310.7610.76107.5724.7424.743654.488G8(15,09X4,25)64.1364.131539.18161.05-247884.9411.00W131/2 x 3.77 x 2.134.024.0240.150.009G9(3,68X7,14)26.2826.28630.60146.26-92232.2612.00W1413.17 x 4.559.2759.27592.6537.9137.9122467.3610G10(10,12X4,25)43.0143.011032.24142.87-147476.1313.00W154.65 x 9.4844.0844.08440.8237.9137.9116711.4911G11(7,14x3,65)26.0626.06625.46133.06-83224.2414.00JUMLAH3835.920.0048651.9612G12(9,77x4,25)41.5241.52996.54129.71-129261.2013G13(7,14x3,29)23.4923.49563.77120.24-67788.2314G14(2,72x4,25)11.5611.56277.44117.24-32527.0715G15(1,44x7,73)11.1311.13267.15114.83-30676.7016G16(6.67x15.81)105.45105.452530.86113.69-287734.02LUAS SEGMEN BENDUNG (G: VERTIKAL)1.0017G17(0.5x2.02x1.7)1.721.7241.21107.02-4410.0810.0018G18(2.02x14.11)28.5028.50684.05107.02-73207.33NOSEGMEN (W)RUMUSLUAS (M2)LUAS ASLI M2gaya kNlengan1.00momen kN m (+)19G19(8.69x5.47)47.5347.531140.82113.69-129700.191.00W42.94 x 1.61 x0.52.372.3723.6737.9137.91897.2220G20(1/2x15.45x13.05100.81100.812419.47105.00-254044.352.00W5i2.94 x 2.828.298.29117.0340.8540.854780.6821G21(6.53x15.45)100.89100.892421.32105.00-254239.023.00W5ii1/2 x 2.82 x 2.423.413.410.0022G22((0.5x4,65x3.37)+(4.75x6.97))40.9440.94982.6389.55-87994.164.00W65.36 x 12.7568.3468.34683.4043.2743.2729570.7223G23((4.75x3.34x0.5)+(4.75x6.97))41.1141.11986.6785.35-84212.285.00W78.41 x 91.67770.94770.947709.4546.3246.32357101.5924G24(1/2x6.97x18.12)63.1563.151515.5680.99-122744.956.00W8i1/2 x 4.5 x 1.824.104.10511.6548.3748.3724748.5125G25(6,11x38.00)330.89330.897941.4780.99-643179.497.00W8ii4.5 x 10.4647.0747.070.0026G26(2.33x1.25)2.912.9169.9045.71-3195.13LUAS SEGMEN BENDUNG (G: VERTIKAL)1.008.00W9i4.65 x 13.6763.5763.57671.0051.5851.5834609.9227G27(4.93x8.23)40.5740.57973.7743.38-42242.3010.009.00W9ii1/2 x 1.52 x 4.653.533.530.0028G28(1/2x8.23x13.58)55.8855.881341.1638.46-51581.04NOSEGMEN (W)RUMUSLUAS (M2)LUAS ASLI M2gaya kNlengan1.00momen kN m (+)10.00W1037.61 x 17.57660.81660.816608.0855.4855.48366616.1129G29(1/2x18.5x4.52)41.8141.811003.4443.38-43529.231.00W4i6.58 x 1.61 10.5810.58129.9946.8446.846088.64e 16324.27818324.7430G30(1/2x2.06x3.4)3.503.5084.0524.88-2091.112.00W4ii 1/2 x 3 x 1.612.422.420.0031G31(24.88x2.46)61.2061.201468.9224.88-36546.613.00W5i9.58 x 2.8227.0227.02320.6349.8449.8415980.40sigma V1,522.75kN36546.11-3876205.014.00W5ii1/2 x 2.82 x 3.585.055.050.005.00W613.7 x 12.75174.68174.681746.7553.4353.4393328.856.00W7i1/2 x 5.35 x 91.67245.22245.2212239.3756.4856.48691279.761,522.757.00W7ii60.34 x 16.22978.72978.720.008.00W8i1/2 x 4.5 x 1.824.104.101206.9024.8724.8730015.609.00W8ii4.5 x 25.91116.60116.600.0010.00W9i4.65 x 29.13126.72126.721300.2242.9742.9755873.4911.00W9ii1/2 x 1.52 x 4.353.313.310.0012.00W1021.39 x 60.211287.891287.8912878.9220.5820.58265048.1529822.781157614.89

PTTNoBulanSatuanOktoberNovemberDesemberJanuariFebruariMaretAprilMeiJuniJuliAgustusSeptemberOktoberPeriodeIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1Pola Tata Tanaman (PTT dari soal)PLPadi 1PL 2Padi 2jagung

2Koefisien Tanaman (Tabel/gambar koefisien tanaman)1.101.151.181.281.361.381.321.231.121.101.151.181.281.361.381.321.231.120.590.850.961.051.031.021.011.000.950.951.101.151.181.281.361.381.321.231.121.101.151.181.281.361.381.321.231.120.590.850.961.051.031.021.011.001.000.951.101.151.181.281.361.381.321.231.121.101.151.181.281.361.381.321.231.120.590.850.961.051.031.021.013Rerata Koef. Tanaman (Rerata kolom 2)0.980.951.101.131.141.201.271.341.351.311.221.181.121.101.131.141.201.271.341.351.311.221.180.860.720.800.951.011.031.021.010.994Evaporasi Koef. Tanaman (Data)mm/hr6.5117.2197.2197.2195.5095.5095.5095.5125.5125.5126.1146.1146.1145.3815.3815.3815.4005.4005.4004.9924.9924.9924.2104.2104.2105.1005.1005.1005.0255.0255.0256.6106.6106.6106.5116.5115Penggunaan Air Konsumtif (PAK) (3) x(4)mm/hr6.3486.8580.0000.0006.0606.1976.2986.6327.0187.3868.2748.0097.4796.3236.0270.0000.0005.9406.0755.7086.0076.3575.6425.6985.5166.2405.9934.3613.6184.0204.7906.6986.8306.7426.5766.4246Rasio Luas P.A.K (diketahui dari PTT)0.8330.5000.1670.0000.1670.5000.8331.0001.0001.0001.0001.0001.0000.8330.5000.1670.0000.1670.5000.8331.0001.0001.0001.0001.0001.0000.8330.6670.6670.8331.0001.0001.0001.0001.0001.0007PAK dengan ratio luas (5) x(6)mm/hr5.2903.4290.0000.0001.0103.0995.2496.6327.0187.3868.2748.0097.4795.2693.0140.0000.0000.9903.0384.7566.0076.3575.6425.6985.5166.2404.9942.9072.4123.3504.7906.6986.8306.7426.5766.4248Keb. untuk penyiapan lahan( interpolasi (eto+1,1)P)12.37012.95912.95912.95911.54911.54911.54911.55111.55111.55112.02012.02012.02011.46511.46511.46511.47811.47811.47811.16611.16611.16610.58310.58310.58311.26211.26211.26211.19511.19511.19512.45212.45212.45212.37012.3709Rasio Luas PL (diketahui dari PTT)0.1670.5000.8331.0000.8330.5000.1670.1670.5000.8331.0000.8330.5000.1670.1670.3330.3330.16710PL dengan Ruas Rasio (8) x(9)mm/hr2.0626.48010.79912.9599.6245.7751.9251.9115.7339.55411.4789.5655.7391.8611.8773.7543.7321.86611Perkolasi (berdasarkan jenis tanah)mm/hr1.9171.1500.3830.0000.3831.1501.9172.3002.3002.3002.3002.3002.3001.9171.1500.3830.0000.3831.1501.9172.3002.3002.3002.3002.3002.3001.9171.5331.5331.9172.3002.3002.3002.3002.3002.30012WLR (50/45)mm/hr1.1111.1111.1110.5561.1111.1111.1110.55613Rasio Luas Total (6)+(9)1.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.00014WLR dengan Rasio Luas (12*(6)mm/hr0.0000.0000.0000.0000.1850.5560.9260.5560.0000.0000.0000.0000.0000.0000.0000.0000.0000.1850.5560.4630.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.0000.00015Kebutuhan Air (7)+(10)+(11)+(14)mm/hr9.26911.05911.18312.95911.20310.57910.0169.4889.3189.68610.57410.3099.7799.0979.8969.93811.47811.12310.4828.9978.3078.6577.9427.9987.8168.5408.7888.1947.6777.1327.0908.9989.1309.0428.8768.72416Curah Hujan Efektif (Perhitungan CHE)mm/hr7.0916.50019.5006.7270.0002.2003.4557.7002.60013.9090.0002.0005.00012.30014.2007.72715.7000.0000.6366.0006.2000.0006.5004.8000.0000.0006.4002.5450.0000.0000.0005.2000.0000.0002.5000.40017Kebutuhan Air Bersih di Sawah ((15-(16) x 10000/(24 x 60 x 60)lt/dt/ha0.2520.528-0.9630.7211.2970.9700.7590.2070.778-0.4891.2240.9620.553-0.371-0.4980.256-0.4891.2871.1400.3470.2441.0020.1670.3700.9050.9880.2760.6540.8890.8260.8210.4401.0571.0470.7380.96318Efisiensi Irigasi (Data Efisiensi Saluran)0.7030.7030.7030.7030.7030.7030.7030.7030.7030.7030.7030.7030.7030.7030.7030.7030.7030.7030.7030.7030.7030.7030.7030.7030.7030.7030.7030.7030.7030.7030.7030.7030.7030.7030.7030.70319Keb. Air di intake (17)/(18)lt/dt/ha0.3590.751-1.3691.0261.844