4
 Perhitungan angkutan sedimen dasar di Parit Tokaya dengan Formula Leo Van Rijn Pada kondisi hujan maksimum Lokasi h Qw A b V g  υ  d50 d90 Rb ! "# $%#&r'() %#! T *+ *+ *+ meter m,-det m) meter m-det m-det) m)-detik meter meter meter m-det) m,-det-m# m,-hari ton-thn . ) , / 5 1 2 9 .0 .. .) ., ./ .5 . .1 .2 .9 )0 di sam3ing Ramayana 04 25 04 )02 04 / 04 /1. 04 5) 94 2. 0400000. 04 0000//5 04 000522 04 .2/ .4 .)/5 04 ).,/))1 55411 04 000.5/ 04 0)9) /4 5/2/ .4/1600 04 059202 5142/9 . 04 5)2 04 2 04 2 04 94 2. 04 00000. 04 0000//5 04 000522 04 )2 .4 .)/5 04).,/))1 594.95 04 000.5/ 04 0,/9 4 9,)9. ,4 5600 04 )/,9) ),24 ,) .4 . 041/9 .401 0491, 041 942. 0400000. 040000//5 04 000522 04 ,,1 .4 .)/5 04 ).,/))1 04/9. 04000.5/ 040,) 145/5)/ /4)6 00 04,5125 ,/4./ .4 ) 042)./ .4. . 049)5 041/ 942. 0400000. 040000//5 04 000522 04 ,,/ .4 .)/5 04).,/))1 04/.) 04000.5/ 040,2/ 2451/9. 54516 00 04//5.2, /,04 .4 , 04992/ .4)2 04925 0412 942. 0400000. 040000//5 04 000522 04 ,51 .4 .)/5 04).,/))1 049,2 04000.5/ 040/0. 94/5501 42/6 00 0452.205 5)415 .4 , .4.. .4,5 .40,2 042 942. 0400000. 040000//5 04 000522 04 ,1. .4 .)/5 04 ).,/))1 .4),2 04000.5/ 040// ..4525 .4056 005 049/0))9 9094// di de3an i nas Prasarana 04 04 .2 04 /) 04 1 04 / 94 2. 04 00000. 04 00005) 04 00025 04 )). .4 /)0) 04.299., 5/4,02 04 000.5/ 04 0),. )4 /.19 54 ,6001 04 0,)/,, ,.4,1. 04 1 045)5 042. .4.51 045 942. 0400000. 0400005) 0400025 04 ,.1 .4 /)0) 04.299., 514.). 04000.5/ 040,5 14),,/ 54)06 00 045)00/, 50,40. 0421 042/ 0495 .409) 041) 942. 0400000. 0400005) 0400025 04 ,,5 .4 /)0) 04 .299., 51459 04000.5/ 040,9) 2492. 24.)6 00 0415./ 1/.4/. 04 9 042025 .405 .4.1 0411 942. 0400000. 0400005) 0400025 04 ,5/ .4 /)0) 04.299., 514922 04000.5/ 040/. .04)5.1 .4016 005 .402. .5) .0/541 .4) 0491// .4.) 049,, 0421 942. 0400000. 0400005) 0400025 04 ,, .4 /)0) 04.299., 51452) 04000.5/ 040/1, .,4515 .49,6 005 .455195/ .5049 .4 , .40/., .4 .1 04 9 04 29 94 2. 04 00000. 04 00005) 04 00025 04 ,,/ .4 /)0) 04 .299., 5145/) 04 000.5/ 04 0/2/ ./4 )) )4 .56005 .4 9,2, ../4 1 .4 . 042.,1 .40, 049, 0419 942. 0400000. 0400005) 0400025 04 ,)2 .4 /)0) 04.299., 514/0, 04000.5/ 040/,. ..4025 .4)6 005 .40))112 9294)2 di de3an Puskesmas 04 2 04 .,, 04,5 04/,2 04 ,2 94 2. 0400000. 04 00005) 04 00025 04 .1) .4,./. 04 .2)/0 5)4,,1 04 000.5/ 040))1 )4,/01 /4 /96001 040.9. .4/0 04 2. 04 )9 04 2 04 922 04 ,1 94 2. 04 00000. 04 00005) 04 00025 04 ,01 .4 ,./. 04.2)/0 5421. 04 000.5/ 04 0)0/ .410. .. )4 )56001 04 0.9.2/ .24555 04 2) 04 59/ 04 9 .4092 04 94 2. 0400000. 04 00005) 04 00025 04 ,)9 .4 ,./. 04 .2)/0 514/.. 04 000.5/ 04 0, 14 /,,5 /491600 04 /1.1 /54 ,. 04 91 04 952 04 92 .4 0. 04 1. 94 2. 04 00000. 04 00005) 04 00025 04 ,,) .4 ,./. 04 .2)/0 514/9) 04 000.5/ 04 0,21 241,),/ 4 92600 04 02992 529405 .4 .5 04 25. .4.5 . 04 1/ 94 2. 0400000. 04 00005) 04 00025 04 ,/2 .4 ,./. 04 .2)/0 51421 04 000.5/ 040/0. 94/,5/ 24 ).600 04 109), 24 0, .4 )2 .4 05, .4 , .4 0. 04 2. 94 2. 04 00000. 04 00005) 04 00025 04 ,/ .4 ,./. 04.2)/0 524.92 04 000.5/ 04 0/, ..4 ,./ .4 ).6005 .4 0,959 .0)94. .4 / .4)05 .4 ,1 04 919 04 22 94 2. 04 00000. 04 00005) 04 00025 04 ,, .4 ,./. 04 .2)/0 524.11 04 000.5/ 04 0/1/ .,40. .4116005 .4 /952)1 .//4 2 di hul u jal an 7ara3an 8ay a 04 1 04./ 04/. 0452 04/ 942. 0400000. 04000002/ 41/6 005 04 )0 04.1)2 .4,22/955 1,4529 04000.5/ 040.1 04225// 54006 009 04000)5, 04 )//9 .402 04,, .4,) .4))) 04/2 942. 0400000. 04000002/ 41/6 005 04 ,90 04 .1)2 .4,22/955 1245 04000.5/ 040.9. .4,2.9, .4)16 002 0400.,/5 .4,0., .4.5 04291 .4,) .4./2 042 942. 0400000. 04000002/ 41/6 005 04 ,2, 04 .1)2 .4,22/955 124/. 04000.5/ 040)1) ,41921/ .4016 001 040.05, .04).1 042.. 04/. .2 0452 041.5 041. 942. 0400000. 04000002/ 41/6 005 04 )/2 04 .1)2 .4,22/955 1540) 04000.5/ 040)9 /41./2) .426 001 040.0,59 .040) .4.) .40, .4/ .4)5 041/ 942. 0400000. 04000002/ 41/6 005 04 /0. 04 .1)2 .4,22/955 12412. 04000.5/ 040)9/ /4,0/. .4.6 001 040.1/,, .42) 049) 045/1 0411 042,1 041. 942. 0400000. 04000002/ 41/6 005 04 )22 04 .1)2 .4,22/955 14.20 04000.5/ 040)9) /45/, .4556 001 040..)./ .04 2/1 θ&r 

Latihan Soal Bedload Van Rijn Reg B

Embed Size (px)

DESCRIPTION

SDA

Citation preview

Qbed1Perhitungan angkutan sedimen dasar di Parit Tokaya dengan Formula Leo Van RijnPada kondisi hujan maksimumLokasihQwAbVgud50d90RbD*qcrC'(U'cr)^2U'*TqBqBqBmeterm3/detm2meterm/detm/det2m2/detikmetermetermeterm/det2m3/det/m'm3/hariton/thn1234567891011121314151617181920di samping Ramayana0.850.2080.40.47058823530.529.810.0000010.00004450.0005880.1841.12452907770.213422671655.7670.00015372820.02920523934.54840333010.0000014710.059808071357.84935698192,65 = berat jenis sedimen10.5280.80.80.669.810.0000010.00004450.0005880.2861.12452907770.213422671659.1950.00015372820.03492150496.93290744170.00000356470.2463923552238.32300560611.10.7491.070.97272727270.79.810.0000010.00004450.0005880.3371.12452907770.213422671660.4910.00015372820.03624422867.54523884660.00000425810.3578650393346.1449593039qcr = dari grafik1.20.82141.110.9250.749.810.0000010.00004450.0005880.3341.12452907770.213422671660.4120.00015372820.03836578378.57490853910.00000557040.4451830011430.60325779441.30.99841.280.98461538460.789.810.0000010.00004450.0005880.3571.12452907770.213422671660.9380.00015372820.04009038149.4550680.00000683910.5818047915562.75068462331.31.1611.351.03846153850.869.810.0000010.00004450.0005880.3711.12452907770.213422671661.2380.00015372820.043985906611.58559004160.00001047920.9402285686909.4360829662di depan Dinas Prasarana0.60.1680.420.70.49.810.0000010.00005620.000850.2211.4201917790.168991261354.3080.00015372820.02306890572.4617880490.00000053630.032433281231.37109120010.70.52650.811.15714285710.659.810.0000010.00005620.000850.3171.4201917790.168991261357.1210.00015372820.03564137867.26333715910.00000520160.5200432584503.01184172130.870.6840.951.0919540230.729.810.0000010.00005620.000850.3351.4201917790.168991261357.5690.00015372820.03917222328.98166351890.00000812460.7665139369741.41060550960.90.80851.051.16666666670.779.810.0000010.00005620.000850.3541.4201917790.168991261357.9880.00015372820.041589747310.25172345650.00001072571.08115187461045.74415072171.20.97441.120.93333333330.879.810.0000010.00005620.000850.3361.4201917790.168991261357.5820.00015372820.047322717913.56752744490.00001931991.55795434931506.93134432871.31.04131.170.90.899.810.0000010.00005620.000850.3341.4201917790.168991261357.5420.00015372820.048444237514.266192510.00002146841.66938282361614.71053609461.10.81371.030.93636363640.799.810.0000010.00005620.000850.3281.4201917790.168991261357.4030.00015372820.043104985711.08652615430.00001264221.0227783416989.2823509493di depan Puskesmas0.80.1330.350.43750.389.810.0000010.0000520.000850.1721.31405645030.182640555552.3370.00015372820.02274098222.36406921190.00000044870.016960995816.40552319390.810.2960.80.9876543210.379.810.0000010.0000520.000850.3071.31405645030.182640555556.8710.00015372820.02037736241.70111096310.00000022480.019183613518.55535016190.820.5940.91.09756097560.669.810.0000010.0000520.000850.3291.31405645030.182640555557.4110.00015372820.03600647747.43349818540.00000497480.4717602633456.31011465440.970.69580.981.01030927840.719.810.0000010.0000520.000850.3321.31405645030.182640555557.4920.00015372820.03867991328.73234433930.00000697670.6089982278589.05353581491.150.8511.1510.749.810.0000010.0000520.000850.3481.31405645030.182640555557.8670.00015372820.04005312329.43564405140.00000820910.7092627475686.03439254151.281.0531.31.0156250.819.810.0000010.0000520.000850.3641.31405645030.182640555558.1980.00015372820.043592330611.3613715920.00001212491.063958981029.11432344331.41.20561.370.97857142860.889.810.0000010.0000520.000850.3631.31405645030.182640555558.1770.00015372820.047377130213.60104657710.00001769191.49582682281446.8384943192di hulu jalan Harapan Jaya0.70.1640.410.58571428570.49.810.0000010.000006840.00006740.2060.17284896381.388495450973.5890.00015372820.01702482740.88543655080.0000000050.00025314340.24485298191.080.63361.321.22222222220.489.810.0000010.000006840.00006740.3900.17284896381.388495450978.5660.00015372820.01913558241.38193471780.00000001270.00134531561.30125654921.150.89761.321.1478260870.689.810.0000010.000006840.00006740.3830.17284896381.388495450978.4160.00015372820.0271606593.79873858550.00000010650.010562556710.21663299050.8110.41180.580.71516646120.719.810.0000010.000006840.00006740.2480.17284896381.388495450975.0260.00015372820.02964000094.71482464850.00000016770.010359409310.0201386091.121.0361.41.250.749.810.0000010.000006840.00006740.4010.17284896381.388495450978.7810.00015372820.02942027114.63040749420.00000016140.017432535816.86162023190.920.54670.770.83695652170.719.810.0000010.000006840.00006740.2880.17284896381.388495450976.1800.00015372820.02919100754.54299714460.00000015510.011214302810.847034378713.718658607113269.3725376716Persamaan Kurva Bed Load Qb = 450,94Qw2,3307korelasir = 0,6216

Qbed2Perhitungan angkutan sedimen dasar di Parit Tokaya dengan Formula Leo Van RijnTentukan besarnya debit sedimen Suspended Load dan Bed Load.Kondisi Hujan Rata-rataLokasihQwAbVgud50d90RbD*qcrC'(U'cr)^2U'*TqBqBqBmeterm3/detm2meterm/detm/det2m2/detikmetermetermeterm/det2m3/det/m'm3/hariton/thn1234567891011121314151617181920di samping Ramayana0.430.080180.2110.49069767440.389.810.0000010.00004450.0005880.15621556471.12452907770.213422671654.4750.00015372820.0218483312.10515310960.00000029170.012368716711.96364121390.570.28080.520.91228070180.549.810.0000010.00004450.0005880.25337664561.12452907770.213422671658.2560.00015372820.02903266864.48302719930.00000142690.1124717028108.78825455140.80.51590.770.96250.679.810.0000010.00004450.0005880.30048780491.12452907770.213422671659.5890.00015372820.03521615697.06734085420.00000371140.3086407848298.5327990940.750.53720.791.05333333330.689.810.0000010.00004450.0005880.30939947781.12452907770.213422671659.8180.00015372820.03560525827.24659684940.00000391190.3560101148344.35078351210.690.34980.660.95652173910.539.810.0000010.00004450.0005880.28247115741.12452907770.213422671659.1060.00015372820.02808536764.13105547070.00000120180.099320271596.06753261440.520.2950.591.13461538460.59.810.0000010.00004450.0005880.27131234521.12452907770.213422671658.7910.00015372820.026637633.61570079360.00000090850.089056942986.1403280591di depan Dinas Prasarana0.220.05880.210.95454545450.289.810.0000010.00005620.000850.15058670141.4201917790.168991261351.3080.00015372820.01709267370.90049394420.00000006490.00535146575.17620523850.370.2420.551.48648648650.449.810.0000010.00005620.000850.24702597721.4201917790.168991261355.1770.00015372820.02497639953.05794494460.00000084560.1085999734105.04332423560.570.40470.711.24561403510.579.810.0000010.00005620.000850.29761729671.4201917790.168991261356.6330.00015372820.03152367425.46427978410.00000286140.3079421269297.85702227870.760.45820.791.03947368420.589.810.0000010.00005620.000850.30865720751.4201917790.168991261356.9180.00015372820.03191625975.62629040750.00000304240.2732413777264.29272262740.80.6090.871.08750.79.810.0000010.00005620.000850.32372093021.4201917790.168991261357.2910.00015372820.03826917268.52674698680.00000728450.6844485677662.03287710420.970.57510.810.83505154640.719.810.0000010.00005620.000850.291886471.4201917790.168991261356.4810.00015372820.03937199969.08373513580.00000831970.6002540775580.59575645440.70.33150.650.92857142860.519.810.0000010.00005620.000850.27914110431.4201917790.168991261356.1320.00015372820.02845714464.26779815890.00000170290.136618625132.1443650739di depan Puskesmas0.370.06510.210.56756756760.319.810.0000010.0000520.000850.16060355521.31405645030.182640555551.8110.00015372820.01874015231.28450818730.00000012460.00611155765.91140407820.450.210.51.11111111110.429.810.0000010.0000520.000850.24861878451.31405645030.182640555555.2270.00015372820.02381941892.69070053960.00000058880.056527744354.6764606530.620.33840.721.16129032260.479.810.0000010.0000520.000850.29983879631.31405645030.182640555556.6920.00015372820.02596655053.38606441250.00000095420.095738728692.60328523580.780.43890.770.98717948720.579.810.0000010.0000520.000850.3022951481.31405645030.182640555556.7550.00015372820.03145595925.43653820530.0000025790.2199683273212.76436456430.850.50020.820.96470588240.619.810.0000010.0000520.000850.30772626931.31405645030.182640555556.8950.00015372820.03358103236.33558189850.00000355650.2964377395286.7294034970.920.51660.820.89130434780.639.810.0000010.0000520.000850.3002228591.31405645030.182640555556.7020.00015372820.03480008466.87783871710.00000422590.325433379314.77543581640.820.37950.690.84146341460.559.810.0000010.0000520.000850.2780617261.31405645030.182640555556.1020.00015372820.03070564485.13314072230.0000022860.1661983825160.7553854699di hulu jalan Harapan Jaya0.270.1050.351.29629629630.39.810.0000010.000006840.00006740.19060104880.17284896381.388495450972.9630.00015372820.01287805740.078815552500.00000348530.00337115150.420.20460.621.47619047620.339.810.0000010.000006840.00006740.26768092110.17284896381.388495450975.6180.00015372820.01366851850.21531645580.00000000030.00003275330.03168060820.60.34170.671.11666666670.519.810.0000010.000006840.00006740.28920863310.17284896381.388495450976.2230.00015372820.02095649351.85682554720.00000002370.00228556242.21071018850.720.16430.310.43055555560.539.810.0000010.000006840.00006740.16572616570.17284896381.388495450971.8700.00015372820.0230973032.47031603850.00000004310.00160494331.55238139790.470.37820.621.31914893620.619.810.0000010.000006840.00006740.27443963080.17284896381.388495450975.8130.00015372820.02520108593.13128347410.0000000710.00809023347.82527820810.830.3850.70.8433734940.559.810.0000010.000006840.00006740.27962267780.17284896381.388495450975.9600.00015372820.02267853882.34562008710.00000003870.00281975432.7274073330.770.190.380.49350649350.59.810.0000010.000006840.00006740.1868693320.17284896381.388495450972.8090.00015372820.02150899512.00944718110.0000000280.00119235051.15330099284.27676968864136.7054812521Pers. Kurva Bed loadQb = 1072,1Qw2,8536korelasir = 0,6271

Qbed3Perhitungan angkutan sedimen dasar di Parit Tokaya dengan Formula Leo Van RijnPada kondisi hujan minimumLokasihQwAbVgud50d90RbD*qcrC'(U'cr)^2U'*TqBqBqBmeterm3/detm2meterm/detm/det2m2/detikmetermetermeterm/det2m3/det/m'm3/hariton/thn1234567891011121314151617181920di samping Ramayana0.190.04620.211.10526315790.229.810.0000010.00004450.0005880.14138908581.12452907770.213422671653.6960.00015372820.01283267150.07122485750.00000000020.00002273040.02198597180.220.12750.512.31818181820.259.810.0000010.00004450.0005880.18490441661.12452907770.21320755.7930.00015357280.056137381319.52059164450.00003134276.27765787176072.06457637520.410.1320.441.07317073170.39.810.0000010.00004450.0005880.23241432621.12452907770.21320757.5810.00015357280.054394520118.26619167680.00002726232.52781065142445.0248525220.370.150.61.62162162160.259.810.0000010.00004450.0005880.25406271461.12452907770.21320758.2770.00015357280.053744699817.80861692510.00002584793.62149447573502.89053162350.260.07360.321.23076923080.239.810.0000010.00004450.0005880.18277680141.12452907770.21320755.7030.00015357280.056228558919.58730429050.00003156813.35689946733246.9610097013di depan Dinas Prasarana0.320.03150.150.468750.219.810.0000010.00005620.000850.13528748591.4201917790.1688250.4700.00015357240.062058272324.07761311790.00006443782.6097322392524.26350820080.340.05880.280.82352941180.219.810.0000010.00005620.000850.1862284821.4201917790.1688252.9680.00015357240.059131364821.76788257690.00005213953.70987748693588.37899923370.550.1470.420.76363636360.359.810.0000010.00005620.000850.22536585371.4201917790.1688254.4600.00015357240.05751228920.53813735610.00004614573.04460725062944.8963631290.430.1290.4310.39.810.0000010.00005620.000850.23118279571.4201917790.1688254.6590.00015357240.057302675620.38142459190.00004540933.92336749313794.87720773880.510.2080.521.01960784310.49.810.0000010.00005620.000850.2549509711.4201917790.1688255.4240.00015357240.056511719819.79523752660.00004271013.76250544233639.2833890468di depan Puskesmas0.230.03570.170.73913043480.219.810.0000010.0000520.000850.14176939811.31405645030.18245650.8360.00015357290.061611662423.71789077120.00005687653.63218296933513.22897706740.370.04620.210.56756756760.229.810.0000010.0000520.000850.16060355521.31405645030.18245651.8110.00015357290.060452104322.79624331610.00005233432.5663587332482.31048445840.520.08050.350.67307692310.239.810.0000010.0000520.000850.20431073191.31405645030.18245653.6930.00015357290.058333577221.15760289260.00004474582.60214304352516.92285881750.610.09610.310.50819672130.319.810.0000010.0000520.000850.17937772721.31405645030.18245652.6750.00015357290.059460271622.02180292670.00004867032.13702590272067.03830439660.440.04840.220.50.229.810.0000010.0000520.000850.15942028991.31405645030.18245651.7530.00015357290.060519628822.84943346750.0000525912.27193194332197.5261721115di hulu jalan Harapan Jaya0.180.0630.211.16666666670.39.810.0000010.000006840.00006740.13755458520.17284896381.3870970.4140.00015357260.044481252911.88369183510.00000116820.1177592136113.90259930750.20.0990.331.650.39.810.0000010.000006840.00006740.16097560980.17284896381.3870971.6430.00015357260.043718117111.44540985920.00000107960.153907571148.86709805910.410.16450.471.14634146340.359.810.0000010.000006840.00006740.2390225750.17284896381.3870974.7330.00015357260.041910369810.43745218880.00000088960.088107454885.2219356350.380.150.51.31578947370.39.810.0000010.000006840.00006740.2408722110.17284896381.3870974.7930.00015357260.041876603210.41902961010.00000088630.100756688697.45690703640.230.14790.512.21739130430.299.810.0000010.000006840.00006740.19048392340.17284896381.3870972.9590.00015357260.042929685311.00056560480.00000099340.1903110821184.078394204846.694459710145165.2161546372pers. Kurva Bed LoadQb = 13Qw2,1219korelasir = 0,3214

Sheet4