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03 Hidrograf Contoh Soal HSS Snyder
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03 Hidrograf Contoh Soal HSS Snyder
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Contoh Perhitungan HSS Snyder Tabel Perhitungan Perhit ungan Diketahui: -
akibat hujan
Luas DAS Panjang sungai utama jara jarak k titi titik k !ng !ngam amat atan an "!ng "!ngan an titi titik k b!ra b!ratt DAS DAS k*!+isi!n,
A = 290 km2 L = 92 km L# = 44 km n = 0$20 t = 1$22 = 1$26 - t!r!ngaruh *!h buah hujan !+!kti+ 6 mm3 10 mm "an 4 mm ang b!rs!ang 1 jam
Ditanya: a$ 5itung "!bit maksimum "!ngan m!t*"! 5SS Sn"!r b$ gambar gra+ik hi"r*gra+na hi"r*gra+na
Jawab: a$ !nghitung !nghitung "!bit maksimum (7) t
8 tr
= = = = = = =
t(L$L#)n 1322(92<44)032 6$4240.42 jam t8 t8r r2 2 6$9240.42 jam t. t.$. $. 1$2.91..4 jam tr 8r>>>>>>>harus "ik*r!ksi
8:
8
= t0$2.( t0$2.(tr-8 tr-8r) r) = = 8: 8: tr2 tr2
6$4/64/4 jam
t (jam)
X = t8
1-X
(1-X) 2
((1-X)2)X )X
a;((( a;(((1-X 1-X)) 2)X)
Y
7 (m"!t)
6 mm
10 mm
4 mm
8*ta 7 (m"!t)
0
0$000
1$000
1$000
%D % D&'0
%D&'0
0$000
0 $0 $000
0$000
0$000
0$000
1
0$144
0$.6
0$/2
.$06
1$29.
0$0.1
0$ 0$/16
4$296
0$000
0$000
0 $0 $000 .$ .$012
2
0$29
0$/11
0$.06
1$/.1
0$44/
0$./
.$ .$040
0$242
/$161
0$000
42$44
0$4
0$.6/
0$21
0$/41
0$19
0$64/
9$ 9 $12
.4$/66
.0$40
2$64 11/$162
4
0$./
0$422
0$1/
0$09
0$0/9
0$4
11 11$//2
/0$6.
91$2//
20$161 19$46
.
0$/22
0$2/
0$0//
0$10/
0$02/
0$99
1$2.6
/9$.6
11 11/$/2.
6 6$.11 24/$02
6
0$6/
0$1
0$01
0$021
0$00.
0$9
1$94/
$62
1 12$.60
4/$090 2//$2/9
/
1$011
-0$011
0$000
0$000
0$000
1$000
14$116
4$694
19$469
.$024 291$0
1$1..
-0$1..
0$024
0$021
0$00.
0$9
1$944
$66.
141$1.6
..$/ 294$..2
9
1$00
-0$00
0$090
0$069
0$01
0$960
1$..4
1$2
19$441
.6$462 290$/0
10
1$444
-0$444
0$19/
0$1/
0$0.
0$92
1$026
/$1.
1 1.$.9
..$//6 22$499
11
1$.9
-0$.9
0$4/
0$21
0$0.6
0$0
12$41/
/4$.00
1 10$26
.4$21. 2/1$96
12
1$/
-0$/
0$./
0$10
0$0/9
0$
11$/6
/0$.//
12 124$16/
.2$10. 2.$61
1
1$/
-0$/
0$//0
0$410
0$10.
0$/6
11$091
66$.44
11/$629
49$66/ 244$90
14
2$ 2 $022
-1$022
1$044
0$.1/
0$12
0$/
10$41
62$.0
110$90/
4/$0.1 20$4
1.
2$166
-1$166
1$60
0$62
0$160
0$691
9$/./
.$.41
104$1/9
44$6 216$40
16
2$11
-1$11
1$/1
0$/44
0$190
0$646
9$116
.4$694
9/$.69
41$6/2 20$0.0
1/
2$4..
-1$4..
2$11
0$6
0$220
0$602
$.00
.0$99/
91$1.6
9$02/ 19$60
1
2$600
-1$600
2$..9
0$94
0$2.1
0$.60
/$912
4/$4/1
4$99.
6$462 1/6$41
19
2$/44
-1$/44
$042
1$10
0$2
0$.21
/$..
44$12
/9$119
$99 164$.99
20
2$
-1$
$.66
1$2.
0$1.
0$44
6$2
40$9/0
/$.46
1$64 1.2$992
21
$0
-2$0
4$1
1$6
0$4
0$449
6$
$000
6$24
29$41 142$06
22
$1//
-2$1//
4$/41
1$492
0$1
0$416
.$69
.$21.
6$4
2/$14 11$/1
2
$22
-2$22
.$91
1$62
0$41.
0$.
.$4.
2$60
.$691
2.$4 122$06/
24
$466
-2$466
6$02
1$/..
0$44
0$.6
.$029
0$1/4
.4$4/
2$4/6 11$026
2.
$611
-2$611
6$1.
1$
0$42
0$29
4$6.1
2/$90.
.0$290
21$/9 104$..
26
$/..
-2$/..
/$.90
2$021
0$.16
0$0.
4$299
2.$/94
46$.09
20$116
2/
$99
-2$99
$40/
2$1.6
0$..1
0$21
$9/2
2$1
42$990
1$604
9$96
2
4$044
-$044
9$26.
2$291
0$..
0$260
$66
22$00
9$/1
1/$196
2$ 2$.90
29
4 1
1
10 16.
2 42/
0 620
0 240
6
20 1/
6 60
1. /
/6 2/1
96$/1
?
= 0$2/.(8) =
D!bit un#ak hi"r*gra+, 7 = ?$A =
0$046//.1 m"!tkm2mm
14$116.6690 m"!tmm
b$ @ra+ik hi"r*gra+ Y 7 X
= 77 = Y$7 = t8
2
4$622
-$622
1$116
2$
0$/2.
0$1
2$6.9
1.$9..
2$1
12$.00
.9$946
4$/66
-$/66
14$1
2$9/6
0$/60
0$1/4
2$4.2
14$/12
26$.92
11$.
..$29
4
4$910
-$910
1.$291
$114
0$/96
0$160
2$261
1$.6
24$.21
10$6/
.0$91
.
.$0..
-4$0..
16$442
$2.
0$1
0$14
2$04
12$.01
22$606
9$0
46$999
6
.$199
-4$199
1/$64
$92
0$66
0$16
1$920
11$.20
20$6
9$042
4$1
/
.$44
-4$44
1$6
$.1
0$902
0$12.
1$/69
10$61.
19$201
$4
9$919
.$4
-4$4
20$14
$6/0
0$9
0$11.
1$60
9$//
1/$691
/$60
6$//9
9
.$6
-4$6
21$461
$10
0$9/
0$106
1$.01
9$00/
16$29/
/$0/6
$1
40
.$///
-4$///
22$20
$9.0
1$009
0$09
1$2
$29.
1.$011
6$.19
1$20/
$
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"an s!t!rusna>>>
Y a
a
= 10-a((-X)2X) = 1$2 2 0$1. 0$04. = (7$8)(h$A) = =
0$46. 0$2..4./1/
perhitungan selanjutnya lihat Tabel Perhitungan
Grafik Hidrograf Banjir HSS Snyder .0$000
) k t " 0 00$000 m ( 7 t i b 2.0$000 ! D
7 akibat hujan 6 mm akibat hujan 10 mm
200$000
1.0$000
100$000
.0$000
0$000 1
2
4
.
6
/
9
10
11
12
1
14
1.
16
1/
1
19
20
21
22
Baktu t (jam)
2
24
2.
26
2/
2
29
0
1
2
4
.
6
/
9
40
41
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