SOAL 3 HSS GAMMA I revisi.docx
Transcript of SOAL 3 HSS GAMMA I revisi.docx
C. HSS GAMMA IHSS ini dikembangkan oleh Sri Harto yang diturunkan berdasarkan teori hidrograf satuan sintetik yang dikemukakan oleh Sherman. HSS Gamma I merupakan rumus empiris berdasarkan beberapa parameter-parameter DAS. Parameter tersebut adalah:1. faktor sumber (SF), yaitu perbandingan antara jumlah panjang sungai sungai tingkat satu (orde 1) dengan jumlah panjang sungai sungai di semua tingkat.2. frekuensi sumber (SN), yaitu perbandingan antara jumlah pangsa sungai-sungai tingkat satu (orde 1) dengan jumlah pangsa sungai-sungai di semua tingkat.3. Faktor lebar (WF), yaitu perbandingan antara luas DAS yang diukur di titik di sungai yang berjarak 0,75 L dengan lebar DAS yang diukur di titik sungai yang berjarak 0,25 L dari stasiun Hidrometri.4. Luas DAS sebelah hulu (RUA) yaitu perbandingan antara luas DAS yang diukur di hulu garis yang ditarik tegak lurus garis hubung antara stasiun Hidrometri dengan titik yang paling dekat dengan titik berat DAS, melewati titik tersebut.5. Faktor simetri (SIM), yaitu hasil kali antara faktor lebar (WF) dengan luas DAS sebelah hulu (RUA)6. Jumlah pertemuan sungai (JN) adalah jumlah semua pertemuan sungai dalam DAS tersebut. Jumlah ini tidak lain adalah jumlah pangsa sungai tingkat satu dikurangi satu.7. Kerapatan jaringan kuras (D), yaitu jumlah panjang sungai sama tingkat tiap satuan luas DAS.Selanjutnya hidrograf satuan dijabarkan dengan empat variabel pokok, yaitu waktu naik (Tr), debit puncak (Qp), waktu dasar (Tb) dan koefisien tampungan (k) persamaan tersebut: Tr= 0.43 ()3 + 1.0665 SIM + 1.2775 Tb= 27.4132 Tr0.1457 S-0.0986 SN0.7344 RUA0.2574 Qp= 0.1836 A0.5886 Tr-0.4008 JN0.2381 k/C= 0.5617 A0.1798 S-0.1446 SF-1.0897 D0.0452 Qt= Qp . e-(t/k)
Data Karakteristik DAS
Luas DAS (CA) :260km
Panjang Sungai Utama (L) :21km
Slope Sungai (S) :0,007
SF :0,56
SN :0,46
WF :0,71
RUA :0,39
SIM (WF x RUA) :0,2769
D :0,61
JN :31
TR =0,43[L/(100SF)]3+ 1,0665SIM + 1,2775
=1,595
=2jam
TB =27,4132Tr0,1475 S-0,0986 SN0,7344 RUA0,2574
=21,253
=21jam
Qp =0,1836A0,5886 Tr-0,4008 JN0,2381
=9,001m3/dt/mm
K =0,5617A0,1798 S-0,1446 SF-1,0897 D0,0452
=5,781
Qb =0,4751 A0,6444 D0,943
=10,729m3/dt/mm
Qt =Qp. e-1/K
=7,571m3/dt/mm
Tabel 3.23 Ordinat HSS Metode Gamma 1
tQKeterangan
(jam)(m3/dt/mm)
0,000,000Qp
1,005,641
2,009,001Tp
3,007,059Qt
4,005,938
5,004,995
6,004,201
7,003,534
8,002,973
9,002,500
10,002,103
11,001,769
12,001,488
13,001,252
14,001,053
15,000,886
16,000,745
17,000,627
18,000,527
19,000,443
20,000,373
21,000,314
22,000,264
23,000,222
24,000,187
Sumber : Hasil Perhitungan
Grafik 3.4. Hidrograf Satuan Sintetik Gamma 1 Sumber : Hasil Perhitungan
Tabel 3.24. Perhitungan Hidrograf Debit Banjir Rancangan Dengan Kala Ulang 2 Tahun (Metode Gamma I)
TOrdinatHujan Jam - Jaman (mm)Base FlowQ
HSS (Qt)R1R2R3R4R5R6
101,84426,47118,56914,78312,48310,912
(m3/det/mm)(mm)(mm)(mm)(mm)(mm)(mm)(m3/det)(m3/det)
0,000,00014,79014,790
1,005,641574,52614,790589,316
2,009,001916,650238,25714,7901169,697
3,007,059718,933186,866131,08214,7901051,671
4,005,938604,731157,182110,26087,77814,790974,741
5,004,995508,670132,21492,74573,83462,35014,790884,604
6,004,201427,868111,21278,01362,10652,44645,84414,790792,278
7,003,534359,90293,54665,62052,24044,11538,56214,790668,775
8,002,973302,73278,68655,19743,94237,10732,43614,790564,890
9,002,500254,64366,18746,42936,96231,21327,28414,790477,507
10,002,103214,19355,67339,05431,09026,25522,95014,790404,005
11,001,769180,16946,83032,85026,15222,08419,30414,790342,179
12,001,488151,54939,39127,63221,99818,57616,23814,790290,173
13,001,252127,47633,13423,24218,50315,62513,65814,790246,429
14,001,053107,22627,87019,55015,56413,14311,48914,790209,633
15,000,88690,19423,44316,44513,09211,0559,66414,790178,683
16,000,74575,86619,71913,83311,0129,2998,12914,790152,648
17,000,62763,81516,58711,6359,2637,8226,83714,790130,750
18,000,52753,67813,9529,7877,7916,5805,75114,790112,330
19,000,44345,15111,7368,2326,5545,5344,83814,79096,836
20,000,37337,9799,8726,9255,5134,6554,06914,79083,803
21,000,31431,9468,3035,8254,6373,9163,42314,79072,840
22,000,26426,8726,9844,8993,9003,2942,87914,79063,619
23,000,22222,6035,8754,1213,2812,7712,42214,79055,862
24,000,18719,0134,9423,4672,7602,3302,03714,79049,338
Sumber : Hasil PerhitunganTabel 3.25. Perhitungan Hidrograf Debit Banjir Rancangan Dengan Kala Ulang 5 Tahun (Metode Gamma I)
TOrdinatHujan Jam - Jaman (mm)Base FlowQ
HSS (Qt)R1R2R3R4R5R6
116,72030,33821,28116,94214,30712,506
(m3/det/mm)(mm)(mm)(mm)(mm)(mm)(mm)(m3/det)(m3/det)
0,000,00014,79014,790
1,005,641658,44614,790673,236
2,009,0011050,544273,05814,7901338,392
3,007,059823,946214,161150,22914,7901203,126
4,005,938693,063180,142126,365100,59914,7901114,959
5,004,995582,970151,526106,29284,61971,45814,7901011,655
6,004,201490,366127,45689,40871,17760,10752,54014,790905,844
7,003,534412,472107,21075,20559,87150,55944,19414,790764,301
8,002,973346,95190,18063,25950,36042,52837,17414,790645,242
9,002,500291,83875,85553,21042,36135,77231,26914,790545,095
10,002,103245,48063,80544,75835,63230,09026,30214,790460,857
11,001,769206,48653,67037,64829,97225,31022,12414,790390,000
12,001,488173,68645,14531,66825,21121,29018,60914,790330,398
13,001,252146,09637,97326,63721,20617,90815,65314,790280,264
14,001,053122,88931,94122,40617,83715,06313,16714,790238,094
15,000,886103,36826,86818,84715,00412,67011,07514,790202,622
16,000,74586,94822,60015,85312,62110,6589,31614,790172,785
17,000,62773,13619,01013,33510,6168,9657,83614,790147,688
18,000,52761,51915,99011,2178,9307,5416,59114,790126,577
19,000,44351,74713,4509,4357,5116,3435,54414,790108,820
20,000,37343,52711,3137,9366,3185,3354,66414,79093,883
21,000,31436,6129,5166,6765,3144,4883,92314,79081,319
22,000,26430,7978,0055,6154,4703,7753,30014,79070,751
23,000,22225,9056,7334,7233,7603,1752,77614,79061,862
24,000,18721,7905,6643,9733,1632,6712,33514,79054,385
Sumber : Hasil Perhitungan
Tabel 3.26. Perhitungan Hidrograf Debit Banjir Rancangan Dengan Kala Ulang 10 Tahun (Metode Gamma I)
TOrdinatHujan Jam - Jaman (mm)Base FlowQ
HSS (Qt)R1R2R3R4R5R6
124,37732,32822,67718,05315,24513,326
(m3/det/mm)(mm)(mm)(mm)(mm)(mm)(mm)(m3/det)(m3/det)
0,000,00014,79014,790
1,005,641701,63914,790716,429
2,009,0011119,458290,97114,7901425,219
3,007,059877,996228,210160,08414,7901281,080
4,005,938738,527191,959134,655107,19814,7901187,129
5,004,995621,213161,466113,26590,17076,14514,7901077,049
6,004,201522,534135,81895,27375,84764,05055,98714,790964,297
7,003,534439,530114,24380,13963,79853,87547,09314,790813,469
8,002,973369,71196,09667,40953,66445,31739,61314,790686,599
9,002,500310,98380,83156,70145,14038,11933,32014,790579,883
10,002,103261,58367,99147,69437,96932,06428,02714,790490,119
11,001,769220,03157,19140,11831,93826,97023,57514,790414,613
12,001,488185,07948,10633,74526,86522,68619,83014,790351,101
13,001,252155,68040,46428,38522,59719,08216,68014,790297,679
14,001,053130,95034,03723,87619,00816,05114,03114,790252,742
15,000,886110,14928,63020,08315,98813,50111,80214,790214,944
16,000,74592,65224,08216,89313,44911,3579,92714,790183,149
17,000,62777,93420,25714,21011,3129,5538,35014,790156,406
18,000,52765,55417,03911,9529,5158,0357,02414,790133,910
19,000,44355,14114,33210,0548,0046,7595,90814,790114,988
20,000,37346,38212,0568,4576,7325,6854,97014,79099,072
21,000,31439,01410,1417,1135,6634,7824,18014,79085,684
22,000,26432,8178,5305,9834,7634,0233,51614,79074,422
23,000,22227,6047,1755,0334,0073,3842,95814,79064,950
24,000,18723,2196,0354,2343,3702,8462,48814,79056,982
Sumber : Hasil Perhitungan
Tabel 3.27. Perhitungan Hidrograf Debit Banjir Rancangan Dengan Kala Ulang 25 Tahun (Metode Gamma I)
TOrdinatHujan Jam - Jaman (mm)Base FlowQ
HSS (Qt)R1R2R3R4R5R6
132,32934,39524,12719,20816,22014,178
(m3/det/mm)(mm)(mm)(mm)(mm)(mm)(mm)(m3/det)(m3/det)
0,000,00014,79014,790
1,005,641746,50114,790761,291
2,009,0011191,035309,57514,7901515,400
3,007,059934,134242,801170,31914,7901362,045
4,005,938785,748204,232143,264114,05214,7901262,087
5,004,995660,932171,790120,50795,93581,01414,7901144,969
6,004,201555,944144,502101,36480,69668,14559,56614,7901025,007
7,003,534467,633121,54885,26367,87857,32050,10414,790864,535
8,002,973393,350102,24071,71957,09548,21542,14514,790729,554
9,002,500330,86685,99960,32648,02640,55635,45114,790616,014
10,002,103278,30972,33850,74440,39734,11429,81914,790520,510
11,001,769234,10060,84742,68333,98028,69525,08314,790440,177
12,001,488196,91351,18235,90328,58224,13721,09814,790372,605
13,001,252165,63443,05230,20024,04220,30317,74714,790315,766
14,001,053139,32336,21325,40320,22317,07714,92814,790267,956
15,000,886117,19230,46121,36717,01114,36512,55614,790227,741
16,000,74598,57625,62217,97314,30812,08310,56214,790193,914
17,000,62782,91721,55215,11812,03610,1648,88414,790165,460
18,000,52769,74618,12812,71710,1248,5497,47314,790141,527
19,000,44358,66715,24910,6978,5167,1916,28614,790121,395
20,000,37349,34812,8268,9977,1636,0495,28714,790104,461
21,000,31441,50910,7897,5686,0255,0884,44714,79090,216
22,000,26434,9159,0756,3665,0684,2803,74114,79078,235
23,000,22229,3697,6345,3554,2633,6003,14714,79068,157
24,000,18724,7046,4214,5043,5863,0282,64714,79059,680
Sumber : Hasil Perhitungan
Tabel 3.28. Perhitungan Hidrograf Debit Banjir Rancangan Dengan Kala Ulang 50 Tahun (Metode Gamma I)
TOrdinatHujan Jam - Jaman (mm)Base FlowQ
HSS (Qt)R1R2R3R4R5R6
137,33135,69525,03919,93416,83314,714
(m3/det/mm)(mm)(mm)(mm)(mm)(mm)(mm)(m3/det)(m3/det)
0,000,00014,79014,790
1,005,641774,71614,790789,506
2,009,0011236,052321,27614,7901572,118
3,007,059969,441251,978176,75714,7901412,966
4,005,938815,446211,952148,679118,36314,7901309,230
5,004,995685,913178,283125,06299,56184,07614,7901187,685
6,004,201576,957149,963105,19683,74670,72061,81814,7901063,190
7,003,534485,308126,14288,48570,44359,48751,99814,790896,653
8,002,973408,217106,10474,43059,25350,03743,73814,790756,569
9,002,500343,37289,25062,60749,84142,08936,79014,790638,739
10,002,103288,82875,07252,66241,92435,40330,94614,790539,625
11,001,769242,94863,14744,29635,26429,77926,03114,790456,255
12,001,488204,35653,11637,26029,66325,04921,89614,790386,129
13,001,252171,89444,67931,34124,95121,07018,41814,790327,142
14,001,053144,58937,58226,36320,98717,72315,49214,790277,525
15,000,886121,62131,61222,17517,65314,90813,03114,790235,790
16,000,745102,30226,59018,65314,84912,54010,96114,790200,684
17,000,62786,05122,36615,69012,49010,5489,22014,790171,155
18,000,52772,38218,81413,19710,5068,8727,75514,790146,317
19,000,44360,88415,82511,1018,8377,4636,52314,790125,424
20,000,37351,21313,3119,3387,4346,2775,48714,790107,850
21,000,31443,07811,1977,8546,2535,2804,61614,79093,067
22,000,26436,2359,4186,6075,2604,4413,88214,79080,633
23,000,22230,4797,9225,5574,4243,7363,26614,79070,174
24,000,18725,6376,6644,6743,7213,1432,74714,79061,376
Sumber : Hasil Perhitungan
Tabel 3.29. Perhitungan Hidrograf Debit Banjir Rancangan Dengan Kala Ulang 100 Tahun (Metode Gamma I)
TOrdinatHujan Jam - Jaman (mm)Base FlowQ
HSS (Qt)R1R2R3R4R5R6
141,71936,83625,83920,57117,37115,184
(m3/det/mm)(mm)(mm)(mm)(mm)(mm)(mm)(m3/det)(m3/det)
0,000,00014,79014,790
1,005,641799,47214,790814,262
2,009,0011275,549331,54214,7901621,881
3,007,0591000,419260,030182,40514,7901457,644
4,005,938841,503218,724153,430122,14514,7901350,593
5,004,995707,831183,980129,058102,74386,76214,7901225,164
6,004,201595,393154,755108,55786,42272,98063,79314,7901096,691
7,003,534500,815130,17291,31372,69461,38753,66014,790924,832
8,002,973421,261109,49576,80861,14751,63645,13614,790780,272
9,002,500354,34492,10264,60751,43443,43437,96614,790658,676
10,002,103298,05777,47154,34443,26336,53431,93514,790556,396
11,001,769250,71165,16545,71236,39130,73126,86214,790470,362
12,001,488210,88654,81438,45030,61025,84922,59514,790397,995
13,001,252177,38746,10732,34325,74821,74319,00614,790337,123
14,001,053149,20938,78327,20521,65818,28915,98714,790285,921
15,000,886125,50732,62222,88418,21815,38413,44714,790242,852
16,000,745105,57127,44019,24915,32412,94011,31114,790206,624
17,000,62788,80123,08116,19112,89010,8859,51514,790176,152
18,000,52774,69519,41513,61910,8429,1568,00314,790150,520
19,000,44362,83016,33111,4569,1207,7016,73214,790128,959
20,000,37352,84913,7379,6367,6716,4785,66314,790110,823
21,000,31444,45411,5558,1056,4535,4494,76314,79095,569
22,000,26437,3939,7196,8185,4284,5834,00614,79082,737
23,000,22231,4538,1755,7354,5653,8553,37014,79071,944
24,000,18726,4576,8774,8243,8403,2432,83514,79062,865
Sumber : Hasil Perhitungan
Tabel 3.30. Perhitungan Hidrograf Debit Banjir Rancangan Dengan Kala Ulang 200 Tahun (Metode Gamma I)
TOrdinatHujan Jam - Jaman (mm)Base FlowQ
HSS (Qt)R1R2R3R4R5R6
145,60637,84626,54821,13517,84815,601
(m3/det/mm)(mm)(mm)(mm)(mm)(mm)(mm)(m3/det)(m3/det)
0,000,00014,79014,790
1,005,641821,39814,790836,188
2,009,0011310,532340,63514,7901665,957
3,007,0591027,856267,161187,40714,7901497,215
4,005,938864,582224,723157,638125,49514,7901387,228
5,004,995727,244189,026132,597105,56189,14214,7901258,360
6,004,201611,722158,999111,53488,79274,98265,54314,7901126,362
7,003,534514,550133,74293,81774,68863,07155,13114,790949,790
8,002,973432,815112,49878,91462,82453,05246,37414,790801,266
9,002,500364,06294,62766,37952,84444,62539,00714,790676,335
10,002,103306,23179,59655,83544,45037,53632,81114,790571,249
11,001,769257,58766,95246,96537,38931,57427,59914,790482,856
12,001,488216,66956,31739,50531,45026,55823,21514,790408,504
13,001,252182,25247,37133,23026,45422,33919,52714,790345,963
14,001,053153,30139,84627,95122,25218,79116,42514,790293,357
15,000,886128,94933,51723,51118,71715,80613,81614,790249,107
16,000,745108,46628,19319,77615,74413,29511,62214,790211,886
17,000,62791,23623,71416,63513,24311,1839,77514,790180,577
18,000,52776,74319,94713,99311,1399,4078,22314,790154,242
19,000,44364,55316,77911,7709,3707,9136,91614,790132,090
20,000,37354,29914,1139,9007,8826,6565,81814,790113,457
21,000,31445,67311,8718,3286,6305,5984,89414,79097,784
22,000,26438,4189,9867,0055,5764,7094,11614,79084,600
23,000,22232,3158,3995,8924,6913,9613,46214,79073,511
24,000,18727,1827,0654,9563,9463,3322,91214,79064,183
Sumber : Hasil Perhitungan
Tabel 3.31. Perhitungan Hidrograf Debit Banjir Rancangan Dengan Kala Ulang 1000 Tahun (Metode Gamma I)
TOrdinatHujan Jam - Jaman (mm)Base FlowQ
HSS (Qt)R1R2R3R4R5R6
153,32239,85227,95522,25518,79316,428
(m3/det/mm)(mm)(mm)(mm)(mm)(mm)(mm)(m3/det)(m3/det)
0,000,00014,79014,790
1,005,641864,92914,790879,719
2,009,0011379,986358,68714,7901753,463
3,007,0591082,329281,320197,33914,7901575,778
4,005,938910,402236,633165,992132,14614,7901459,963
5,004,995765,785199,044139,625111,15593,86614,7901324,265
6,004,201644,141167,426117,44593,49878,95669,01614,7901185,272
7,003,534541,820140,83098,78978,64666,41458,05314,790999,342
8,002,973455,752118,46083,09766,15355,86448,83114,790842,947
9,002,500383,35699,64269,89755,64546,99041,07514,790711,395
10,002,103322,46183,81458,79446,80639,52634,55014,790600,740
11,001,769271,23870,50049,45439,37133,24729,06214,790507,662
12,001,488228,15259,30241,59933,11727,96624,44514,790429,370
13,001,252191,91049,88234,99127,85623,52320,56214,790363,514
14,001,053161,42641,95829,43223,43119,78717,29614,790308,120
15,000,886135,78335,29324,75719,70916,64414,54814,790261,525
16,000,745114,21429,68720,82516,57814,00012,23714,790222,331
17,000,62796,07124,97117,51713,94511,77610,29414,790189,363
18,000,52780,81121,00414,73411,7309,9058,65814,790161,633
19,000,44367,97417,66812,3949,8678,3327,28314,790138,307
20,000,37357,17614,86110,4258,2997,0086,12614,790118,686
21,000,31448,09412,5018,7696,9815,8955,15314,790102,182
22,000,26440,45410,5157,3765,8724,9594,33414,79088,300
23,000,22234,0288,8456,2044,9394,1713,64614,79076,623
24,000,18728,6237,4405,2194,1553,5083,06714,79066,801
Sumber : Hasil Perhitungan
Tabel 2.31. Rekapitulasi Perhitungan Hidrograf Debit Banjir Rancangan Dengan Menggunakan Metode Gamma IWaktuQtDebit Banjir Rancangan (m3/dt)
2 th5 th10 th25 th50 th100 th200 th1000 th
0,000,00014,79014,79014,79014,79014,79014,79014,79014,790
1,004,900513,824586,717624,235663,202687,710709,213728,258766,069
2,009,0011169,6971338,3921425,2191515,4001572,1181621,8811665,9571753,463
3,007,6501138,4531302,5841387,0631474,8041529,9881578,4051621,2881706,427
4,006,1001000,9581145,0051219,1471296,1521344,5831387,0751424,7111499,432
5,004,500798,467912,937971,8541033,0481071,5341105,3021135,2101194,588
6,003,000569,977651,072692,812736,164763,429787,351808,539850,605
7,002,000384,915438,978466,804495,706513,883529,831543,956572,000
8,001,500292,384332,931353,801375,477389,109401,071411,665432,698
9,001,270249,819284,149301,819320,171331,714341,841350,810368,618
10,001,100218,359248,093263,398279,294289,291298,062305,831321,256
11,001,000199,852226,884240,797255,248264,336272,310279,373293,395
12,000,950190,599216,279229,497243,225251,859259,434266,144279,465
13,000,900181,346205,675218,197231,202239,382246,558252,915265,535
14,000,820166,541188,707200,116211,965219,418225,957231,748243,246
15,000,770157,288178,102188,816199,943206,941213,081218,519229,316
16,000,720148,035167,498177,515187,920194,463200,205205,290215,386
17,000,640133,230150,530159,435168,683174,500179,603184,123193,097
18,000,550116,574131,442139,094147,042152,040156,426160,311168,023
19,000,44396,836108,820114,988121,395125,424128,959132,090138,307
20,000,37383,80393,88399,072104,461107,850110,823113,457118,686
21,000,31472,84081,31985,68490,21693,06795,56997,784102,182
22,000,26463,61970,75174,42278,23580,63382,73784,60088,300
23,000,22255,86261,86264,95068,15770,17471,94473,51176,623
24,000,18749,33854,38556,98259,68061,37662,86564,18366,801
Q maksimum1169,6971338,3921425,2191515,4001572,1181621,8811665,9571753,463
Sumber : Hasil Perhitungan
Grafik 3.5. Hidrograf Satuan Sintetik Rancangan Gamma 1Sumber : Hasil Perhitungan