Ilham Tri Anggara (3113030018) Uas Pak Kuncoro

8/19/2019 Ilham Tri Anggara (3113030018) Uas Pak Kuncoro

1/112

Elevasi Luas Genangan Volume Volume komulatif

(m)

0 0 - -

38 1 10.1 10.1

48 2 20.1 30.2

58 3 30.1 60.3

68 4 40.1 100.4

83 5.5 55.1 155.5

Elevasi Luas Genangan Volume

(m)

44 1.6 16.1

km2 104(m3) 104(m3)

km2 104(m3)

0 10 20

405060

#$%V& '&()$*G

volume

Volum

Elevasi (m)

Luas Ge


2/112


3/112


4/112


5/112

Elevasi svei

&. E%/,E $L&*G 1

' /no

am

0 0

1 2!.252 1!2.53

3 118.43

4 80.64

5 5!.!!

6 44.86

! 34.!2

8 26.8

" 20.21

10 16.2"

11 13.12

12 10.5!

13 8.52

14 6.86

15 5.53

16 4.46

1! 3.5"

18 2.8"

1" 2.33

20 1.88

21 1.51

22 1.22

m3etik

30 40 50 60

0102030

0

10

20

30

40

50

60

!0

80

"0

0

10

20

30

40

50

60

!0

80

"0

* +&,$#

Luas

(m3/detik)

angan (km2)


6/112

23 0."8

24 0.!"

Elevasi svei

&. E%/,E $L&*G

' /no

am

0 0

1 45.562 288.4

3 1"8.0

4 133.4

5 "6.5"

6 !5.01

! 58.06

8 44.81

" 33.8

10 2!.23

11 21."4

12 1!.68

13 14.24

14 11.48

15 ".2516 !.45

1! 6.00

18 4.84

1" 3."0

20 3.14

21 2.53

22 2.04

23 1.64

m3et


7/112

24 1.32

Elevasi svei

&. E%/,E $L&*G

' /no

am

0 0

1 !0.4!

2 446.13 306.2

4 208.5

5 14".4

6 116.0

! 8".8

8 6".31

" 52.2!

10 42.12

11 33."4

12 2!.34

13 22.03

14 1!.!5

15 14.3

16 11.521! ".28

18 !.48

1" 6.03

20 4.86

21 3."1

22 3.15

23 2.54

24 2.05

m3et


8/112

Elevasi svei

&. E%/,E $L&*G

' /no

am

0 0

1 134.5

2 852.2

3 584."4 3"8.3

5 285.3

6 221.6

! 1!1.5

8 132.3

" "".84

10 80.44

11 64.82

12 52.23

13 42.08

14 33."1

15 2!.32

16 22.01

1! 1!.!318 14.2"

1" 11.51

20 ".2!

21 !.4!

22 6.02

23 4.85

24 3."1

m3et


9/112

PERHITUNGAN PENELUSURAN BANJIR

53 7 8

0.8 t 1

'&$*

(/19:2)2 /no El. %esv uto ;toage

m m

0 0.00 53 0 0.00 0.00 45.25

13.625 4."1 54.63 1.63 13.31 4.!" 50.16"".8"0 35."6 64."8 11."8 265.52 "5.5" 81.32

145.480 52.3! 50.63 -2.3! 38.11

"".535 35.83


10/112

1.100 0.40


11/112

1.48 0.53


12/112

53 7 8

0.8 t 1

0 '&$*

(/19:2)2 /no El. %esv uto ;toage

m m

0.00 0 53 0 0.00 0.00 45.25

6!.30 24.2 61.05 8.05 146.14 52.61 6".48

4"3.40 1!!.6 102.58 4".58 2234.3! 804.3! 1"4.4"

!18.58 258.! -!8.!1 -131.!1


13/112

m

am

(192)2

0.013 0.013 0.000

0.014 13.63" 6.65!0.023 ""."13 13".416


14/112


15/112


16/112

m

am

(192)2

0.013 0.013 0.000

-!3.04" -5.!54 !3.068

-111!.131 -623.!36 11"0.253


17/112


18/112


19/112


20/112

o


21/112

T%&E H'E E%*!+%, %&H+- .EE.TE- 201$/201

,engan mem@eAatikan gamBa 1 isam@ing C

% Gam#arkan kurva tam5ungan 6 luas 7aduk terse#ut

volume tam@ungan an luas genangan inDatakan alam t

,oElevasi Luas Genangan Volume Volum

m

1 0 0 0

2 38 1 10.1 1

3 48 2 20.1 3

3 58 3 30.1 6

4 68 4 40.1 10

5 83 5.5 55.1 15

@aa elevasi 9409(05n) > 44 m

Elevasi Luas Genangan Volume olume komulati

m

44 1.6 16.1 -

km2 104(m3)

Volume Tam5ungan (m3) dan Luas Genangan (m2)

km2 104(m3) 104(m3)

Fai @aa elevasi 944 m Volume tam@ungan seBesa 161 104 m3 an Luas Genangan 16 km2

20406080100120140160180

&urva Tam5ungan dan Luas 7aduk Luas genangan (km2)


22/112

T%&E H'E E%*!+%, %&H+- .EE.TE- 201$/201

0 20 40 60 80 100 120 140 160

0

10

20

30

40

50

60

!0

80

"0

1

2

3

4

5

683

Volume &omulatif (m3)

Elevasi (m)


23/112

T%&E H'E E%*!+%, %&H+- .EE.TE- 201$/201

2. iogaf Bani enana engan @eioe ulang 10 25 50 an 100 taAun ( 10 25 50 100) sungai kemuning inDa

taBel an gamBa Beikut ini C

T +n8o7

am 910 92$ 9$0 9100

0 0 0 0 0

1 2!.25 45.56 !0.4! 134.5"

2 1!2.53 288.46 446.18 852.2

3 118.43 1"8 306.26 584."5

4 80.64 133.4! 208.54 3"8.31

5 5!.!! "6.5" 14".4 285.36

6 44.86 !5.01 116.02 221.6

! 34.!2 58.06 8".8 1!1.51

8 26.8 44.81 6".31 132.38

" 20.21 33.8 52.2! "".84

10 16.2" 2!.23 42.12 80.44

11 13.12 21."4 33."4 64.82

12 10.5! 1!.68 2!.34 52.23

13 8.52 14.24 22.03 42.08

14 6.86 11.48 1!.!5 33."115 5.53 ".25 14.3 2!.32

16 4.46 !.45 11.52 22.01

1! 3.5" 6 ".28 1!.!3

18 2.8" 4.84 !.48 14.2"

1" 2.33 3." 6.03 11.51

20 1.88 3.14 4.86 ".2!

21 1.51 2.53 3."1 !.4!

22 1.22 2.04 3.15 6.02

23 0."8 1.64 2.54 4.85


24/112

T%&E H'E E%*!+%, %&H+- .EE.TE- 201$/201

24 0.!" 1.32 2.05 3."1


25/112

T%&E H'E E%*!+%, %&H+- .EE.TE- 201$/201

2 Periksa ka5asitas sungai dari Penelusuran anir 9104 92$4 9$04 9100 :ang tela diitung

,iketaAui C

i asa sungai > 0.0012 & > ( B 9 m.A ).A

m > 1.4!

B > 1!.8 m

A > 5.1 m % > &

n > 0.022 > &.V

& > 12".03 V > 3.6" met

> 35."4 m ; 3.5" m

-H #ontol #a@asitas ;ungai

&ontrol

10 25 50 100 910 265.52 I 4!6.36 #

92$ 540.83 H 4!6.36 *' #

12 10-3 >

> B 9 2A.(m2 9 1)12

V > # . %23 . /12

m2

ka@asitas

> m3et

-H %eka@itulasi enana

aksimum 10 25 50 100

enana 9ren=ana 9ka5asitas

m3et m3et m3et m3et

!5 m

51 m

1!8 m!5 m


26/112

T%&E H'E E%*!+%, %&H+- .EE.TE- 201$/201

265.52 540.83 "!3.15 2234.3! 9$0 "!3.15 H 4!6.36 *' #

9100 2234.3! H 4!6.36 *' #

,iliAat ai Aasil @eAitungan iatas AanDa @aa 10 k

memenuAi.


27/112

T%&E H'E E%*!+%, %&H+- .EE.TE- 201$/201


28/112

T%&E H'E E%*!+%, %&H+- .EE.TE- 201$/201


29/112

T%&E H'E E%*!+%, %&H+- .EE.TE- 201$/201


30/112

T%&E H'E E%*!+%, %&H+- .EE.TE- 201$/201

u# elevasi genangan

l Beikut

omulatif 4(m3)

0


31/112

T%&E H'E E%*!+%, %&H+- .EE.TE- 201$/201

180

volume

Luas


32/112

T%&E H'E E%*!+%, %&H+- .EE.TE- 201$/201

m


33/112

T%&E H'E E%*!+%, %&H+- .EE.TE- 201$/201


34/112

T%&E H'E E%*!+%, %&H+- .EE.TE- 201$/201


35/112

T%&E H'E E%*!+%, %&H+- .EE.TE- 201$/201

asitas sungai -


36/112

T%&E H'E E%*!+%, %&H+- .EE.TE- 201$/201


37/112

T%&E H'E E%*!+%, %&H+- .EE.TE- 201$/201


38/112

T%&E H'E E%*!+%, %&H+- .EE.TE- 201$/201


39/112

T%&E H'E E%*!+%, %&H+- .EE.TE- 201$/201

2&. ;/LL+&J engan elevasi > 953 m an engan imensi leBa ( 7 > 8m ) #oeKsien kontaksi > 08 Aasil @eAitun

(10 25 50 100)

PERHITUNGAN PENELUSURAN BANJI

Elevasi svei 53 7

4 0.8 t

&. E%/,E $L&*G 10 '&$*

T +n8o7 (+1>+2)/2 +n8o7 El -esv H 'ut8o7 am m m

0 0 0 0.00 53 0 0.00 0.00

1 2!.25 13.625 4."1 54.63 1.63 13.31 4.!"

2 1!2.53 "".8"0 35."6 64."8 11."8 265.52 "5.5"

3 118.43 145.480 52.3! 50.63 -2.3!


40/112

T%&E H'E E%*!+%, %&H+- .EE.TE- 201$/201

1" 2.33 2.610 0."4


41/112

T%&E H'E E%*!+%, %&H+- .EE.TE- 201$/201


Elevasi svei 53 7

0.8 t

&. E%/,E $L&*G 25 '&$*

T +n8o7 (+1>+2)/2 +n8o7 El -esv H 'ut8o7

am m m

0 0 0 0.00 53 0 0.00 0.00

1 45.56 22.!80 8.20 55.!2 2.!2 28.!8 10.36

2 288.46 16!.010 60.12 !2.26 1".26 540.83 1"4.!0

3 1"8 243.230 8!.56 36.66 -16.34


42/112

T%&E H'E E%*!+%, %&H+- .EE.TE- 201$/201

23 1.64 1.840 0.66


43/112

T%&E H'E E%*!+%, %&H+- .EE.TE- 201$/201


Elevasi svei 53 7

0.8 t

&. E%/,E $L&*G 50 '&$*

T +n8o7 (+1>+2)/2 +n8o7 El -esv H 'ut8o7

am m m

0 0 0 0.00 53 0 0.00 0.00

1 !0.4! 35.235 12.68 5!.21 4.21 55.3! 1"."3

2 446.18 258.325 "3.00 81.4" 28.4" "!3.15 350.333 306.26 3!6.220 135.44 10.0" -42."1


44/112

T%&E H'E E%*!+%, %&H+- .EE.TE- 201$/201

23 2.54 2.845 1.02


45/112

T%&E H'E E%*!+%, %&H+- .EE.TE- 201$/201


Elevasi svei 53 7

0.8 t

&. E%/,E $L&*G 100 '&$*

T +n8o7 (+1>+2)/2 +n8o7 El -esv H 'ut8o7

am m m

0 0 0 0.00 53 0 0.00 0.00

1 134.5" 6!.2"5 24.23 61.05 8.05 146.14 52.612 852.2 4"3.3"5 1!!.62 102.58 4".58 2234.3! 804.3!

3 584."5 !18.5!5 258.6" -!8.!1 -131.!1


46/112

T%&E H'E E%*!+%, %&H+- .EE.TE- 201$/201

23 4.85 5.435 1."6


47/112

T%&E H'E E%*!+%, %&H+- .EE.TE- 201$/201


48/112

T%&E H'E E%*!+%, %&H+- .EE.TE- 201$/201

gan enelusuan Bani seBagai Beikut C

8 m

1am

.torage ('1>'2)/2

45.25 0.013 0.013 0.000

50.16 0.014 13.63" 6.65!

81.32 0.023 ""."13 13".416

38.11


49/112

T%&E H'E E%*!+%, %&H+- .EE.TE- 201$/201


50/112

T%&E H'E E%*!+%, %&H+- .EE.TE- 201$/201

8 m

1am

.torage ('1>'2)/2

45.25 0.013 0.013 0.000

53.45 0.015 22.!"5 14.3"1

103.21 0.031 16!.041 284.803

-3."2


51/112

T%&E H'E E%*!+%, %&H+- .EE.TE- 201$/201


52/112

T%&E H'E E%*!+%, %&H+- .EE.TE- 201$/201

8 m

1am

.torage ('1>'2)/2

45.25 0.013 0.013 0.000

5!."3 0.016 35.251 2!.683

131.00 0.042 258.36! 514.258-83.8"


53/112

T%&E H'E E%*!+%, %&H+- .EE.TE- 201$/201


54/112

T%&E H'E E%*!+%, %&H+- .EE.TE- 201$/201

8 m

1am

.torage ('1>'2)/2

45.25 0.013 0.013 0.000

6".48 0.020 6!.315 !3.0681"4.4" 0.0!8 4"3.4!3 11"0.253

-351.20


55/112

T%&E H'E E%*!+%, %&H+- .EE.TE- 201$/201


56/112

T%&E H'E E%*!+%, %&H+- .EE.TE- 201$/201


57/112

Gam#ar "ena Daduk

,engan mem@eAatikan gamBa 1 isam@ing C

% Gam#arkan kurva tam5ungan 6 luas 7aduk terse#ut

volume tam@ungan an luas genangan inDatakan alam t

,oElevasi Luas Genangan

m

1 0 0

2 38 1

3 48 2

4 58 3

5 68 4

6 83 5.5

@aa elevasi 9409(05n) > 44 m

Elevasi Luas Genangan Volume Volume

eAitungan Vol. 'am@ungan an Luas @aa - m

elevasi 44m ia@atkan engan aa Beikut C 44 1.6 16.1 22.16

6 Fara +nter5olasi

- Luas Genangan C an Luas Genangan 16 km2

> 1.6

- Volume C

> 16.1

km2

Volume Tam5ungan (m3) dan Luas Genangan (m2)

km2 104(m3) 1

Fai @aa elevasi 944 m Volume tam@ungan seBe

km2

104 m3

51 m

1)( 2− 1) . (x-x 1 ) + y 1 =(2M1)(48M38) . (44-38) + 1

1)( 2− 1) . (x-x 1 ) + y 1 =(20.1M101)(48M38) . (44-38) + 10,1


58/112

Gam#ar kurva tam5ungan dan luas 7aduk

6 Pen=arian Volume dan luas genangan 5ada elevasi >;; m #isa dida5at dengan =ara grak4 6 se5erti :ang ditunukan 5ada gam#ar kurva diatas

taik gais luus Aoisontal ai sumBu J elevasi 944 m ;etelaA itu taik gais vetikal @aa @e@otongan anta

gaKk (volume) an gaKk (luas). maka ai gais vetikal teseBut akan ia@atkan Luas genangan an volume

aka ai elevasi 944m ia@atkan

Volume > 18.8

&%& G%&N/#

Luas > 1.4

m3

km2

0 20 40 60 80 100 120 140 160

20406080100120140160180

0

10

20

30

40

50

60

!0

80

"0

1

2

3

4

5

683

&urva Tam5ungan dan Luas 7aduk

Volume &omulatif (m3)

Elevasi (m)

Luas genangan (km2)


59/112

2. iogaf Bani enana engan @eioe ulang 10 25 50 an 100 taAun ( 10 25 50 100) sungai kemuning inD

alam taBel an gamBa Beikut ini C

T +n8o7

am 910 92$ 9$0 9100

0 0 0 0 0

1 2!.25 45.56 !0.4! 134.5"

2 1!2.53 288.46 446.18 852.2

3 118.43 1"8 306.26 584."5

4 80.64 133.4! 208.54 3"8.31

5 5!.!! "6.5" 14".4 285.36

6 44.86 !5.01 116.02 221.6

! 34.!2 58.06 8".8 1!1.51

8 26.8 44.81 6".31 132.38

" 20.21 33.8 52.2! "".84

10 16.2" 2!.23 42.12 80.44

11 13.12 21."4 33."4 64.82

12 10.5! 1!.68 2!.34 52.2313 8.52 14.24 22.03 42.08

14 6.86 11.48 1!.!5 33."1

15 5.53 ".25 14.3 2!.32

16 4.46 !.45 11.52 22.01

1! 3.5" 6 ".28 1!.!3

18 2.8" 4.84 !.48 14.2"

1" 2.33 3." 6.03 11.51

20 1.88 3.14 4.86 ".2!

21 1.51 2.53 3."1 !.4!


60/112

22 1.22 2.04 3.15 6.02

23 0."8 1.64 2.54 4.85

24 0.!" 1.32 2.05 3."1

2 Periksa ka5asitas sungai dari Penelusuran anir 9104 92$4 9$04 9100 :ang tela diitung

,iketaAui C

i asa sungai > 0.0012 & > ( B 9 m.A ).A

m > 1.5

B > 1!.8 m

A > 5.1 m % > &n > 0.022 > &.V

& > 12".03 V > 3.6" met

> 35."4 m ; 3.5" m

-H #ontol #a@asitas ;ungai

10 25 50 100 910 265.52 I 4!6.36

12 10-3 >

> B 9 2A.(m2 9 1)12

V > # . %23 . /12

m2

ka@asitas

> m3et

-H %eka@itulasi enana

aksimum 10 25 50 100

enana 9ren=ana 9ka5asitas

!5 m1!8 m!5 m

5.1 m


61/112

92$ 540.83 H 4!6.36

265.52 540.83 "!3.15 2234.3! 9$0 "!3.15 H 4!6.36

9100 2234.3! H 4!6.36

,iliAat ai Aasil @eAitungan iatas AanDa @aa 10 ka@asitas sungai memenuAi

2F PE-E,F%,%%, T%,GG*L dan .H'-TF*T

,engan enggunakan enana Dg teBesa ai Aasil @eAitungan @enelusuan Bani. ia@atkan @aa 100 sBesa

ka@asitas seBesa 4!636 m3et. akamasiA aa sisa ai Dang tiak tetam@ung seBesa (22343!-4!636) m3et>

9ka5asitas A 4!6.36m3etik

9ren=ana A 2234.3!m3etik

1!58.01m3etik

6 Peren=anaan Tanggul 'anggul itinggikan ai seBelumnDa A aal > 51 menai A > 10 m

i asa sungai > 0.0012 & > ( B 9 m.A ).A

15 m > 1.5

B > 1! m

m3et m3et m3et m3et

12 10-3 >

> B 9 2A.(m2 9 1)12

V > # . %23 . /12

15

10 m

1! m15 m


62/112

A > 10 m % > &

n > 0.022 > &.V

& > 31!.058824 V > 5.22 met

> 52.5! m 1$;20

% > 6.03 m

6 .ta#ilitas Tanggul

Misal data suatu tanah sebagai berikut :

c = 1.28

O = 10.74 derajat

= 1.832

Irisan Luas A W Sudut Cos α W Sin α W Cos α

α

1 6.2178 1.832 11.3910096 53 0.7986 0.6018 9.0973 6.8553

2 9.1402 1.832 16.7448464 37 0.6018 0.7986 10.0773 13.3730

3 7.6496 1.832 14.0140672 25 0.4226 0.9063 5.9226 12.7011

4 4.4664 1.832 8.1824448 14 0.2419 0.9703 1.9795 7.9394

5 1.6802 1.832 3.0781264 4 0.0698 0.9976 0.2147 3.0706

6 0.8401 1.832 1.5390632 7 0.1219 0.9925 0.1876 1.5276Jumlah 27.4790 45.4670

= 16.77 !

= 89 derajat

" = = 26.0363567!

#s = = 1.5266

m2

ka@asitas

> m3et

t$!2

t$!3

Sin

m2 t/m3

? %

360 2

(PQ( >1 )R(=)S 〖 .( ∆ Q

9 Q os 〖 Q( . ) tan


63/112

#s = 1.526640302 % 1.5

Aman !!!

7easakan Aasil @eAitungan staBilitas leeng telaA ia@atkan Aasil BaAa 'anggul Dang ienanakan &ma

TE&,+& .*,G%+ "%, PE,GE,"%L+%PE-E,F%,%%, T%,GG*L "%, .*"ET%,

Dosen : Dr. Ir. Kuntjoro "

&leh :

/L& '%/ &*GG&%& (3113030018)

∅

(PQ( >1 )R(=)S 〖 Q

sin 〖 Q 〗〗 )


64/112

DI#L$A III "%K&IK SI#IL

'AK(L"AS "%K&IK SI#IL DA& #%)%&CA&AA&

I&S"I"(" "%K&$L$*I S%#(L(+ &$#%,%)

S()A,A-A


65/112


66/112

ika u# elevasi genangan4

Bel Beikut

Volume Volume komulatif

0 0

10.1 10.1

20.1 30.2

30.1 60.3

40.1 100.4

55.1 155.5

komulatif

104(m3) 104(m3)

4(m3)

a 161 104 m3


67/112

a gais engan -

180

0

volume

Luas


68/112

atakan


69/112

%umus anning

#ontol #a@asitas

&ontrol

#


70/112

*' #

*' #

*' #

22343! m3et.

1!58.01m3etik

%umus anning


71/112


72/112

n.

%,!+-%"% D%"*&


73/112


74/112


75/112

PERHITUNGAN PENELUSURAN BANJIR

Elevasi svei 53 7 8 m

0.8 t 1 am

&. E%/,E $L&*G 10 '&$*

T +n8o7 (+1>+2)/2 +n8o7 El -esv H 'ut8o7 .torage

am m m

0 0 0 0.00 53 0 0.00 0.00 45.25 0.013

1 2!.25 13.625 4."1 54.63 1.63 13.31 4.!" 50.16 0.014

2 1!2.53 "".8"0 35."6 64."8 11."8 265.52 "5.5" 81.32 0.023

3 118.43 145.480 52.3! 50.63 -2.3!


76/112

23 0."8 1.100 0.40


77/112

23 1.64 1.840 0.66


78/112

21 3."1 4.385 1.58


79/112

20 ".2! 10.3"0 3.!4 5.1460546 TT 5.5m

> B 9 2A.(m2 9 1)12

V > # . %23 . /12

& > ( 2A 9 15A ).A > 35 A2

> 2A 9 2A.(152 9 1)12 > 561 A

% > & > 35A2 561A > 0624 A

> 35 A2 . ( (10022) . (0624A)23 . (0004)12 )

> !35 A83

A83 >


80/112

B > 10.2"210" TT 10.5 m

Fai ,imensi suetan Dang ia@atkan untuk mengalikan eBit seBesa 580 m3eti aalaA seBesa A > 55 m an

6 Gam#ar irisan .ta#ilitas lereng

,iketaAui imensi tanggul C

A > 10 m

' > 15 m

16.77

10.00 m

89°

1

2

3

4

5 6

W4

W4

53°

37°

25°


81/112

15.00 m

3

4

5

W4W4

W4

W4

W4

37°

25°

14°

4°


82/112


83/112


84/112

('1>'2)/2

0.013 0.000

13.63" 6.65!

""."13 13".416


85/112


86/112


87/112


88/112


89/112

05 m .


90/112


91/112


92/112


93/112

7eikut aalaA Aasil iogaf enelusuan 7ani eioe ulang 10 'aAun

0 1 2 3 4 5 6 ! 8 " 10 11 12 13 14 15 16 1! 18 1" 20 21 22 23 24

0

20

40

60

80

100

120

140

160

180

200

HidrografPeriode ulang 10 Taun

/no

uto

t (!am)

"e#it (m3/detik)


94/112


0 1 2 3 4 5 6 ! 8 " 10 11 12 13 14 15 16 1! 18 1" 20 21 22 23 24

0

50

100

150

200

250

300

HidrografPeriode ulang 2$ Taun

/no

uto

t (!am)

"e#it (m3/detik)


95/112


0 1 2 3 4 5 6 ! 8 " 10 11 12 13 14 15 16 1! 18 1" 20 21 22 23 24

0

50

100

150

200

250

300

350

400

450

500

HidrografPeriode ulang $0 Taun

/no

uto

t (!am)

"e#it (m3/detik)


96/112


0 1 2 3 4 5 6 ! 8 " 10 11 12 13 14 15 16 1! 18 1" 20 21 22 23 24

0

100

200

300

400

500

600

!00

800

"00

HidrografPeriode ulang 100 Taun

/no

uto

t (!am)

"e#it (m3/detik)


97/112


98/112


99/112


100/112


101/112


102/112


103/112


104/112


105/112


106/112


107/112


108/112


109/112


110/112


111/112

2 Periksa ka5asitas sungai dari Penelusuran anir 9104 92$4 9$04 9100 :a

,iketaAui C

i asa sungai > 0.0012 & > ( B 9 m.A ).A

m > 1.5

B > 24 m

A > 8.5 m % > &

n > 0.022 > &.V

& > 310.25 V > 5.04 met

> 54.23 m 1$20

% > 5.!2 m

-H #ontol #a@asitas

10 25 50 100 910


112/112

ng tela diitung

%umus anning

;ungai

&ontrol

Ilham Tri Anggara (3113030018) Uas Pak Kuncoro

Documents

Transcript of Ilham Tri Anggara (3113030018) Uas Pak Kuncoro