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Menghitung t0, Cgab Kapling dan Jalan

C gab =

1. Blok Perumahan

Kapling rumah

nd = 0.01 C atap = 0.75

L atas = 11.0707m

s = 26.79%

Catatan : per kapling dibagi 70% bangunan dan 30% taman

 ATAP

 ATAPTAMAN

C = 0,75

n = 0,01C = 0,75

n = 0,01

C = 0,05

n = 0,03

1000

2500

750.00 1750.00

777.01

1000.00

1035.28

nd = 0,01

C = 0,75

nd = 0,01

C = 0,75

C = 0,05 s =

n = 0,03

TAMAN

15°

15°

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Taman

nd = 0.03 C taman = 0.03

L taman = 7.5 m

s = 2.0%

to taman = 1.78   mnt

to ! ".#8

C gabungan Kapling

A atap = 175 ! 10 = 175 m2

A taman = 75 ! 10 = 75 m2

C gab = A atap ! C atap " A taman ! C taman

A atap " A taman

= 175 0.75 " 75 0.03

175 " 75

= 133.5250

C gab ! 0.$%# & Cgab kapling'

Catatan :   # $ntuk luas kapling ang berbeda nilai t0 dan C di anggap sama dengan &itungan di atas.

". Jalan Perumahan

'adi to untuk (atu kapling rumah (ruma& " taman)

CL

aspal

1000

CL

1500

aspal

s = 2%

n = 0,02

C = 0,7

Jalan Utama

Jalan 1

s = 2%

n = 0,02

C = 0,7

s = 2%

n = 0,02

C = 0,7

s = 2%

n = 0,02

C = 0,7

100 100

100

s = 4%

n = 0,02

C = 0,05s = 4%

n = 0,0

C = 0,0

s = 4%

n = 0,02

C = 0,05

b!m

b!m

CL

aspal

s = 2%

n = 0,02

C = 0,7s = 2%

n = 0,02

C = 0,7

100

s = 4%

n = 0,02

C = 0,05

b!m

d"nd"n# pa#a! 

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Jalan )tama &lebar 1$ m terma(uk berm'

L aspal = 1* m L berm = 1 m

n = 0.02 n = 0.02

C = 0.7 C = 0.05

s = 0.02 s = 0.0*

to aspal = 1.*33 mnt to aspal = 0.*91 mnt

to ! 1."$ mnt

C gabungan Jalan utama

Lebar aspal = 1* m

Lebar berm = 1 m

C gab = A atap ! C atap " A taman ! C taman

A atap " A taman

= 1* 0.7 " 1 0.05

1* " 1= 9.+5

15

C gab ! 0.*$7

Tipe Jalan 1 &lebar 10 m terma(uk berm'

L aspal = 1* m L berm = 1 m

n = 0.02 n = 0.02

C = 0.7 C = 0.05

s = 0.02 s = 0.0*

to aspal = 1.*33 mnt to aspal = 0.*91 mnt

to ! 1."$ mnt

C gabungan Jalan 1

Lebar aspal = 1* m

Lebar berm = 1 m

C gab = A atap ! C atap " A taman ! C taman

A atap " A taman= 1* 0.7 " 1 0.05

1* " 1

= 9.+5

15

C gab ! 0.*$7

Tipe Jalan " &lebar 10 m terma(uk berm'

L aspal = 1* m L berm = 1 m

n = 0.02 n = 0.02

C = 0.7 C = 0.05s = 0.02 s = 0.0*

'adi to +alan kiri kanan

'adi to +alan kiri kanan

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to ! ".#7" mnt

C gabungan Jalan "

Lebar aspal = 1* m

Lebar berm = 1 m

C gab = A atap ! C atap " A taman ! C taman

A atap " A taman

= 1* 0.7 " 1 0.05

1* " 1

= 9.+5

15

C gab ! 0.*$7

'adi to +alan

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 Ai∑

 AiCi∑

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mnt

100

s = 4%

n = 0,02

C = 0,05

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Perhitungan ua(an, Cgab, dan t0 -aluran

Tabel 1. ata ua(an

 BLOK 

/o Blok ua( &m"' ua( &km"'

1 ,lok 1 1.1 5250.00 0.005250

2 ,lok 2 2.1 5250.00 0.005250

2.2 5250.00 0.005250

3 ,lok 3 3.1 5250.00 0.005250

3.2 5250.00 0.005250

* ,lok * *.1 5250.00 0.005250

*.2 5250.00 0.0052505 ,lok 5 5.1 5250.00 0.005250

5.2 5250.00 0.005250

6 ,lok 6 6.1 5250.00 0.005250

6.2 5250.00 0.005250

7 ,lok 7 7.1 5250.00 0.005250

+ ,lok + +.1 5250.00 0.005250

+.2 5250.00 0.005250

9 ,lok 9 9.1 5250.00 0.005250

9.2 5250.00 0.005250

10 ,lok 10 10.1 5250.00 0.005250

10.2 5250.00 0.005250

11 ,lok 11 11.1 5250.00 0.005250

11.2 5250.00 0.005250

12 ,lok 12 12.1 *950.00 0.00*95013 ,lok 13 13.1 *950.00 0.00*950

13.2 *950.00 0.00*950

1* ,lok 1* 1*.1 *950.00 0.00*950

1*.2 *650 0.00*65

15 ,lok 15 15.1 3600 0.0036

15.2 3600 0.0036

16 ,lok 16 16.1 3600 0.0036

16.2 3600 0.0036

17 ,lok 17 17.1 3600 0.0036

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17.2 3600 0.0036

1+ ,lok 1+ 1+.1 *950 0.00*95

1+.2 *950 0.00*95

19 ,lok 19 19.1 5350 0.00535

19.2 5350 0.00535

20 ,lok 20 20.1 6000 0.006

20.2 6000 0.006

21 ,lok 21 21.1 6750 0.00675

21.2 6750 0.00675

22 ,lok 22 22.1 7500 0.0075

22.2 7500 0.0075

umlah ua( rea Blok    212150.00 0.212150 JALAN 

/o Jalan ua( &m"' ua( &km"'

Tipe Kode

1 'alan -ersier 1 'alan 1 1.1 1312.50 0.001313

2 'alan -ersier 2 'alan 1 2.1 1312.50 0.001313

'alan 1 2.2 1312.50 0.001313

'alan 2 2.3 900.00 0.000900

3 'alan -ersier 3 'alan 1 3.1 1312.50 0.001313

'alan 1 3.2 1312.50 0.001313

* 'alan -ersier * 'alan 1 *.1 1312.50 0.001313

'alan 1 *.2 1312.50 0.001313

'alan 2 *.3 900.00 0.000900

5 'alan -ersier 5 'alan 1 5.1 1312.50 0.001313

'alan 1 5.2 1312.50 0.0013136 'alan -ersier 6 'alan 1 6.1 1312.50 0.001313

'alan 1 6.2 1312.50 0.001313

7 'alan -ersier 7 'alan 1 7.1 1312.50 0.001313

'alan 1 7.2 1312.50 0.001313

'alan 2 7.3 900.00 0.000900

+ 'alan -ersier + 'alan 1 +.1 1312.50 0.001313

'alan 1 +.2 1312.50 0.001313

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Perhitungan imen(i -aluran

Tabel #. Perhitungan imen(i -aluran Ter(ier, -ekunder dan Primer

/o -aluran Titik   (al b(al

&m' &m'

1 " % # $ *

1 1.#2 tersier 175 0.5+

2 2.#6 sekunder 15 0.*0

3 5.#6 tersier 175 0.50

* 6.#10 sekunder 60 0.*0

5 5.#9 tersier 60 0.*0

6 9.#10 tersier 175 0.50

7 10.#1* sekunder 15 0.60

+ 13.#1* tersier 175 0.50

9 1*.#1+ sekunder 60 0.60

10 17.#1+ tersier 90 0.50

11 1+.#22 sekunder 15 0.*5

12 21.#22 tersier 175 0.50

13 22.#26 sekunder 60 0.50

1* 21.#25 tersier 60 0.50

15 25.#26 tersier 90 0.50

16 26.#30 sekunder 15 0.50

17 29.#30 tersier 175 0.50

1+ 30.#3* sekunder 60 0.*0

19 33.#3* tersier 175 0.50

20 37.#3+ tersier 175 0.50

21 3+.#*2 sekunder 60 0.*0

22 *1.#*2 tersier 175 0.60

23 *2.#*6 sekunder 15 0.60

2* *5.#*6 tersier 175 0.60

25 *6.#50 sekunder 60 0.*0

26 *5.#*9 tersier 60 0.60

27 *9.#50 tersier 175 0.60

2+ 50.#5* sekunder 15 0.60

29 53.#5* tersier 175 0.60

30 5*.#5+ sekunder 60 0.*0

31 57.#5+ tersier 175 0.*032 5+.#62 sekunder 15 0.50

33 61.#62 tersier 175 0.*0

3* 62.#66 sekunder 60 0.*0

35 61.#65 tersier 60 0.*0

36 65.#66 sekunder 175 0.50

37 66.#70 sekunder 15 0.*0

3+ 69.#70 tersier 175 0.50

Kategori-aluran

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39 70.#7* sekunder 60 0.*0

*0 73.#7* tersier 175 0.50

*1 7*.#7+ sekunder 15 0.60

*2 77.#7+ tersier 175 0.*0

*3 7+.#+2 sekunder 60 0.*0

** 77.#+1 sekunder 60 0.*0

*5 +1.#+2 tersier 175 0.50*6 *.#3 tersier 165 0.+0

*7 +.#7 tersier 165 0.50

*+ 7.#11 sekunder 60 0.50

*9 +.#12 tersier 165 0.*0

50 12.#11 tersier 165 0.+0

11.#15 sekunder 15 0.*0

51 16.#15 tersier 165 0.50

52 15.#19 sekunder 60 0.*0

53 16.#20 tersier 60 0.*0

5* 20.#19 tersier 165 0.6055 19.#23 sekunder 15 0.*5

56 2*.#23 tersier 60 0.60

57 23.#27 sekunder 120 0.60

5+ 2*.#2+ tersier 60 0.*0

59 2+.#27 tersier 120 0.+0

60 27.#31 sekunder 15 0.60

61 32.#31 tersier 120 0.60

62 31.#35 sekunder 60 0.*0

63 36.#35 tersier 120 0.+0

6* *0.#39 tersier 120 0.6065 39.#*3 sekunder 60 0.30

66 **.#*3 tersier 120 0.+0

67 *3.#*7 sekunder 15 0.30

6+ *+.#*7 tersier 120 0.60

69 *7.#51 sekunder 60 0.30

70 *+.#52 tersier 60 0.35

71 52.#51 tersier 120 0.+0

72 51.#55 sekunder 15 0.*0

73 56.#55 tersier 120 0.60

7* 55.#59 sekunder 60 0.30

75 56.#60 tersier 60 0.30

76 60.#59 tersier 120 0.60

77 59.#63 sekunder 15 0.*5

7+ 6*.#63 tersier 200 0.60

79 63.#67 sekunder 60 0.30

+0 6+.#67 tersier 200 0.60

+1 67.#71 sekunder 15 0.*5

+2 72.#71 tersier 225 0.60

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+3 71.#75 tersier 60 0.30

+* 76.#75 tersier 225 0.60

+5 75.#79 sekunder 15 0.*5

+6 +0.#79 tersier 250 0.60

+7 79.#+3 sekunder 60 0.30

++ +0.#+* tersier 60 0.60

+9 +*.#+3 tersier 250 0.6090 3*.#+5 sekunder 15 0.*0

91 +5.#+6 primer 250 0.60

92 35.#+7 sekunder 15 0.*5

93 +7.#++ primer 250 0.60

9* 3+.#90 sekunder 15 0.*5

95 90.#+9 primer 250 0.60

96 39.#91 sekunder 15 0.*0

97 91.#92 primer 250 0.60

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Catatan :   ## Lebar (b) saluran direnanakan (min = 0* m)

## & saluran ditentukan dengan ara trial se&ingga / &idrolika /&i

## direnana

##

##

##

####

##

##

## n beton !   0.015

## *50 (t dalam menit)

Tabel $. Perhitungan Tinggi Muka ir Kriti( Ter(ier, -ekunder dan Primer

/o -aluranb (al hn h

&m' &m' &m' &m"'

1 " % # $ *

1 1.#2 0.5+ 0.55 0.17 0.097

2 2.#6 0.*0 0.0* 0.16 0.062

3 5.#6 0.50 0.66 0.19 0.09*

* 6.#10 0.*0 0.10 0.1* 0.057

5 5.#9 0.*0 0.2* 0.23 0.093

6 9.#10 0.50 0.66 0.13 0.06*7 10.#1* 0.60 0.0* 0.25 0.152

+ 13.#1* 0.50 0.66 0.13 0.06*

9 1*.#1+ 0.60 0.07 0.29 0.175

10 17.#1+ 0.50 0.79 0.13 0.06*

11 1+.#22 0.*5 0.0* 0.33 0.1*+

12 21.#22 0.50 0.66 0.07 0.037

13 22.#26 0.50 0.0+ 0.1* 0.071

1* 21.#25 0.50 0.19 0.31 0.153

15 25.#26 0.50 0.6* 0.13 0.06*

16 26.#30 0.50 0.0* 0.33 0.16617 29.#30 0.50 0.66 0.13 0.06*

1+ 30.#3* 0.*0 0.10 0.35 0.1*2

19 33.#3* 0.50 0.66 0.13 0.06*

20 37.#3+ 0.50 0.66 0.3+ 0.1++

21 3+.#*2 0.*0 0.10 0.07 0.030

22 *1.#*2 0.60 0.53 0.1* 0.0+6

23 *2.#*6 0.60 0.0* 0.*0 0.2*2

2* *5.#*6 0.60 0.53 0.13 0.077

to diambil dari kaling ter4au& dari titik kontrol #### k1$ !

t = Lsal 8 ### k1* ! &k$4k1%'

t = to"t ## k17 ! &k1$ 5 k1*'

Agab = luas termasuk dari blok &ulu ang melalui saluran bs ##/&lk ### k1# ! 14k11 6 k1"0,$ 6 k10 6 k8

/&lg ### k"1 ! 14%,* 6 k18 6 k1 6 k"0

/ = /&lk#/&lg ## k""! &k1# k"1'

-herman, 9" !

t05

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25 *6.#50 0.*0 0.10 0.*2 0.169

26 *5.#*9 0.60 0.32 0.13 0.077

27 *9.#50 0.60 0.53 0.3+ 0.227

2+ 50.#5* 0.60 0.0* 0.05 0.02+

29 53.#5* 0.60 0.53 0.06 0.03+

30 5*.#5+ 0.*0 0.10 0.0+ 0.031

31 57.#5+ 0.*0 0.+6 0.06 0.02632 5+.#62 0.50 0.0* 0.12 0.059

33 61.#62 0.*0 0.+6 0.10 0.03+

3* 62.#66 0.*0 0.10 0.16 0.063

35 61.#65 0.*0 0.2* 0.11 0.0*6

36 65.#66 0.50 0.** 0.21 0.103

37 66.#70 0.*0 0.05 0.07 0.02+

3+ 69.#70 0.50 0.65 0.12 0.060

39 70.#7* 0.*0 0.10 0.25 0.102

*0 73.#7* 0.50 0.65 0.12 0.059

*1 7*.#7+ 0.60 0.03 0.26 0.159*2 77.#7+ 0.*0 0.56 0.0+ 0.031

*3 7+.#+2 0.*0 0.10 0.1* 0.056

** 77.#+1 0.*0 0.15 0.31 0.126

*5 +1.#+2 0.50 0.66 0.13 0.06*

*6 *.#3 0.+0 0.3+ 0.29 0.231

*7 +.#7 0.50 0.63 0.1* 0.071

*+ 7.#11 0.50 0.0+ 0.32 0.161

*9 +.#12 0.*0 0.1+ 0.1* 0.057

50 12.#11 0.+0 0.3+ 0.35 0.2+1

0 11.#15 0.*0 0.05 0.07 0.03051 16.#15 0.50 0.6* 0.15 0.077

52 15.#19 0.*0 0.10 0.55 0.219

53 16.#20 0.*0 0.2* 0.15 0.060

5* 20.#19 0.60 0.*9 0.16 0.093

55 19.#23 0.*5 0.0* 0.07 0.03*

56 2*.#23 0.60 0.50 0.1* 0.0+6

57 23.#27 0.60 0.06 0.23 0.139

5+ 2*.#2+ 0.*0 0.2* 0.13 0.051

59 2+.#27 0.+0 0.32 0.25 0.202

60 27.#31 0.60 0.03 0.13 0.077

61 32.#31 0.60 0.*3 0.29 0.175

62 31.#35 0.*0 0.10 0.13 0.051

63 36.#35 0.+0 0.32 0.33 0.263

6* *0.#39 0.*0   0.*3 0.07 0.0*5

65 39.#*3 0.%0   0.12 0.1* 0.0*3

66 **.#*3 0.+0 0.32 0.31 0.2*5

67 *3.#*7 0.30 0.06 0.13 0.03+

6+ *+.#*7 0.60 0.56 0.33 0.199

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69 *7.#51 0.30 0.13 0.13 0.03+

70 *+.#52 0.35 0.27 0.35 0.12*

71 52.#51 0.+0 0.*2 0.13 0.103

72 51.#55 0.*0 0.05 0.3+ 0.150

73 56.#55 0.60 0.60 0.07 0.0*5

7* 55.#59 0.30 0.12 0.1* 0.0*3

75 56.#60 0.30 0.33 0.*0 0.12176 60.#59 0.60 0.60 0.13 0.077

77 59.#63 0.*5 0.0* 0.*2 0.190

7+ 6*.#63 0.60 0.57 0.13 0.077

79 63.#67 0.30 0.12 0.3+ 0.11*

+0 6+.#67 0.60 0.57 0.05 0.02+

+1 67.#71 0.*5 0.0* 0.06 0.029

+2 72.#71 0.60 0.61 0.0+ 0.0*7

+3 71.#75 0.30 0.1+ 0.06 0.019

+* 76.#75 0.60 0.61 0.12 0.071

+5 75.#79 0.*5 0.0* 0.10 0.0*3+6 +0.#79 0.60 0.65 0.16 0.09*

+7 79.#+3 0.30 0.13 0.11 0.03*

++ +0.#+* 0.60 0.16 0.21 0.123

+9 +*.#+3 0.60 0.65 0.07 0.0*1

90 3*.#+5 0.*0 0.05 0.12 0.0*+

91 +5.#+6 0.60 0.2* 0.25 0.153

92 35.#+7 0.*5 0.0* 0.12 0.053

93 +7.#++ 0.60 0.2* 0.26 0.159

9* 3+.#90 0.*5 0.0* 0.0+ 0.03*

95 90.#+9 0.60 0.2* 0.1* 0.0+*

96 39.#91 0.*0 0.0* 0.31 0.126

97 91.#92 0.60 0.2* 0.13 0.077

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hn (al P(aln -

&m' &m"' &m'

7 8 10 11 1"

0.55 0.32 1.6+ 0.33 0.015 0.05%

0.0* 0.02 0.*+ 0.10 0.015 0.20%

0.66 0.33 1.+1 0.32 0.015 0.05%

0.10 0.0* 0.59 0.16 0.015 0.20%

0.2* 0.09 0.+7 0.23 0.015 0.05%

0.66 0.33 1.+1 0.32 0.015 0.05%

0.0* 0.02 0.67 0.10 0.015 0.20%

0.66 0.33 1.+1 0.32 0.015 0.05%

0.07 0.0* 0.7* 0.15 0.015 0.20%

0.79 0.*0 2.0+ 0.33 0.015 0.05%

0.0* 0.02 0.53 0.11 0.015 0.20%

0.66 0.33 1.+1 0.32 0.015 0.05%

0.0+ 0.0* 0.66 0.16 0.015 0.20%

0.19 0.09 0.++ 0.23 0.015 0.05%

0.6* 0.32 1.7+ 0.32 0.015 0.05%

0.0* 0.02 0.57 0.10 0.015 0.20%

0.66 0.33 1.+1 0.32 0.015 0.05%

0.10 0.0* 0.59 0.16 0.015 0.20%

0.66 0.33 1.+1 0.32 0.015 0.05%

0.66 0.33 1.+1 0.32 0.015 0.05%

0.10 0.0* 0.59 0.16 0.015 0.20%

0.53 0.32 1.67 0.33 0.015 0.05%

0.0* 0.02 0.67 0.10 0.015 0.20%

0.53 0.32 1.66 0.33 0.015 0.05%

0.10 0.0* 0.59 0.16 0.015 0.20%

0.32 0.19 1.2* 0.29 0.015 0.05%

0.53 0.32 1.66 0.33 0.015 0.05%

0.0* 0.02 0.67 0.10 0.015 0.20%

0.53 0.32 1.66 0.33 0.015 0.05%

0.10 0.0* 0.59 0.16 0.015 0.20%

0.+6 0.3* 2.12 0.30 0.015 0.05%0.0* 0.02 0.5+ 0.10 0.015 0.20%

0.+6 0.3* 2.12 0.30 0.015 0.05%

0.10 0.0* 0.59 0.16 0.015 0.20%

0.2* 0.09 0.+7 0.23 0.015 0.05%

0.** 0.22 1.37 0.29 0.015 0.20%

0.05 0.02 0.*9 0.11 0.015 0.20%

0.65 0.33 1.+1 0.32 0.015 0.05%

 "4%  !

&4P'"4%

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0.10 0.0* 0.59 0.16 0.015 0.20%

0.65 0.33 1.+1 0.32 0.015 0.05%

0.03 0.02 0.67 0.10 0.015 0.20%

0.56 0.23 1.53 0.2+ 0.015 0.20%

0.10 0.0* 0.59 0.16 0.015 0.20%

0.15 0.06 0.71 0.20 0.015 0.20%

0.66 0.33 1.+1 0.32 0.015 0.05%0.3+ 0.31 1.56 0.3* 0.015 0.05%

0.63 0.32 1.77 0.32 0.015 0.05%

0.0+ 0.0* 0.66 0.15 0.015 0.20%

0.1+ 0.07 0.76 0.21 0.015 0.05%

0.3+ 0.31 1.56 0.3* 0.015 0.05%

0.05 0.02 0.50 0.11 0.015 0.20%

0.6* 0.32 1.77 0.32 0.015 0.05%

0.10 0.0* 0.59 0.16 0.015 0.20%

0.2* 0.09 0.+7 0.23 0.015 0.05%

0.*9 0.30 1.59 0.33 0.015 0.05%0.0* 0.02 0.53 0.11 0.015 0.20%

0.50 0.30 1.61 0.33 0.015 0.05%

0.06 0.0* 0.72 0.1* 0.015 0.20%

0.2* 0.09 0.+7 0.23 0.015 0.05%

0.32 0.26 1.** 0.32 0.015 0.05%

0.03 0.02 0.67 0.10 0.015 0.20%

0.*3 0.26 1.*6 0.31 0.015 0.05%

0.10 0.0* 0.59 0.16 0.015 0.20%

0.32 0.26 1.** 0.32 0.015 0.05%

0.*3 0.26 1.*6 0.31 0.015 0.05%0.12 0.0* 0.5* 0.16 0.015 0.20%

0.32 0.26 1.** 0.32 0.015 0.05%

0.06 0.02 0.*1 0.12 0.015 0.20%

0.56 0.3* 1.73 0.3* 0.015 0.05%

0.13 0.0* 0.55 0.17 0.015 0.20%

0.27 0.09 0.+9 0.22 0.015 0.05%

0.*2 0.33 1.63 0.35 0.015 0.05%

0.05 0.02 0.*9 0.11 0.015 0.20%

0.60 0.36 1.+0 0.3* 0.015 0.05%

0.12 0.0* 0.5* 0.16 0.015 0.20%

0.33 0.10 0.95 0.22 0.015 0.05%

0.60 0.36 1.+1 0.3* 0.015 0.05%

0.0* 0.02 0.53 0.11 0.015 0.20%

0.57 0.3* 1.75 0.3* 0.015 0.05%

0.12 0.0* 0.5* 0.16 0.015 0.20%

0.57 0.3* 1.75 0.3* 0.015 0.05%

0.0* 0.02 0.5* 0.11 0.015 0.20%

0.61 0.37 1.+2 0.3* 0.015 0.05%

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0.1+ 0.06 0.67 0.19 0.015 0.05%

0.61 0.37 1.+2 0.3* 0.015 0.05%

0.0* 0.02 0.53 0.11 0.015 0.20%

0.65 0.39 1.+9 0.35 0.015 0.05%

0.13 0.0* 0.55 0.17 0.015 0.20%

0.16 0.10 0.92 0.22 0.015 0.05%

0.65 0.39 1.+9 0.35 0.015 0.05%0.05 0.02 0.*9 0.11 0.015 0.20%

0.2* 0.15 1.09 0.26 0.015 0.20%

0.0* 0.02 0.5* 0.11 0.015 0.20%

0.2* 0.15 1.09 0.26 0.015 0.20%

0.0* 0.02 0.53 0.11 0.015 0.20%

0.2* 0.15 1.09 0.26 0.015 0.20%

0.0* 0.02 0.*9 0.11 0.015 0.20%

0.2* 0.15 1.09 0.26 0.015 0.20%

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  drologi

di&itung beruntun dari &ulu untuk saluran &ilir t &ilir = t &ilir(=to:)"t &ulu.

T ! B ;Δ

&m' &m%4dt'

7 8 10 11

0.5+ 0.15+ 0.0025* 0.00159 0.00096

0.*0 0.005 0.00000 0.00060 #0.0006

0.50 0.156 0.002*9 0.00167 0.000+26

0.*0 0.019 0.0000* 0.000*6 #0.000*2+

0.*0 0.032 0.00010 0.0019+ #0.001+79

0.50 0.156 0.002*9 0.00053 0.00196*0.60 0.006 0.00000 0.005+2 #0.005+16

0.50 0.156 0.002*9 0.00053 0.00196*

0.60 0.01+ 0.00003 0.00+97 #0.00+9*0

0.50 0.195 0.003++ 0.00053 0.003352

0.*5 0.006 0.00000 0.0071+ #0.00717*

0.50 0.156 0.002*9 0.00011 0.0023+6

0.50 0.019 0.0000* 0.00072 #0.0006+6

0.50 0.032 0.00010 0.00722 #0.007116

0.50 0.152 0.0023* 0.00053 0.001+16

0.50 0.005 0.00000 0.00909 #0.0090+90.50 0.157 0.00251 0.00053 0.00197+

0.*0 0.019 0.0000* 0.00715 #0.007117

0.50 0.157 0.00251 0.00053 0.00197+

0.50 0.156 0.002*9 0.01329 #0.010+05

0.*0 0.019 0.0000* 0.00007 #0.000032

0.60 0.15+ 0.00256 0.0010* 0.001517

0.60 0.007 0.00000 0.02375 #0.023750

0.60 0.15+ 0.00255 0.00076 0.001793

a2 &k17 3 tabel " k7'

## k1 ! tabel " k1$

;"4g %4T

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0.*0 0.019 0.0000* 0.01206 #0.012022

0.60 0.0+3 0.00070 0.00076 #0.00005+

0.60 0.15+ 0.00256 0.0195+ #0.017020

0.60 0.006 0.00000 0.0000* #0.00003*

0.60 0.15+ 0.00255 0.00009 0.002*55

0.*0 0.019 0.0000* 0.0000+ #0.0000*1

0.*0 0.152 0.00236 0.0000* 0.0023150.50 0.006 0.00000 0.000*1 #0.000*02

0.*0 0.152 0.00236 0.0001* 0.002215

0.*0 0.019 0.00003 0.00061 #0.0005+0

0.*0 0.032 0.00010 0.0002* #0.000132

0.50 0.190 0.00369 0.00217 0.001520

0.*0 0.006 0.00000 0.00005 #0.0000*+

0.50 0.156 0.002*+ 0.000** 0.0020*3

0.*0 0.019 0.0000* 0.00263 #0.002600

0.50 0.156 0.002*+ 0.000*1 0.002072

0.60 0.006 0.00000 0.00667 #0.0066690.*0 0.1++ 0.00360 0.00007 0.003531

0.*0 0.019 0.0000* 0.000*3 #0.000399

0.*0 0.036 0.00013 0.00*9+ #0.00*+50

0.50 0.157 0.00251 0.00053 0.00197+

0.+0 0.153 0.002*0 0.015** #0.0130*6

0.50 0.150 0.00229 0.00071 0.001577

0.50 0.01+ 0.00003 0.00+36 #0.00+32+

0.*0 0.022 0.00005 0.000*6 #0.000*0+

0.+0 0.153 0.002*0 0.027+7 #0.025*69

0.*0 0.006 0.00000 0.00007 #0.0000630.50 0.151 0.00231 0.00091 0.001397

0.*0 0.019 0.0000* 0.02639 #0.02635*

0.*0 0.032 0.00010

0.60 0.1** 0.00212

0.*5 0.006 0.00000

0.60 0.1*+ 0.0022*

0.60 0.015 0.00002

0.*0 0.032 0.00010

0.+0 0.121 0.00150

0.60 0.006 0.00000

0.60 0.121 0.001*9

0.*0 0.019 0.0000*

0.+0 0.121 0.00150

0.60 0.121 0.001*9

0.30 0.01+ 0.00003

0.+0 0.122 0.00151

0.30 0.006 0.00000

0.60 0.170 0.0029*

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0.30 0.019 0.0000*

0.35 0.032 0.00010

0.+0 0.172 0.00300

0.*0 0.006 0.00000

0.60 0.1+* 0.003*6

0.30 0.01+ 0.00003

0.30 0.032 0.000100.60 0.1+* 0.003*7

0.*5 0.006 0.00000

0.60 0.17* 0.00307

0.30 0.01+ 0.00003

0.60 0.173 0.00306

0.*5 0.006 0.00000

0.60 0.1++ 0.00360

0.30 0.016 0.00002

0.60 0.1++ 0.00359

0.*5 0.006 0.000000.60 0.201 0.00*13

0.30 0.019 0.0000*

0.60 0.032 0.00010

0.60 0.201 0.00*13

0.*0 0.006 0.00000

0.60 0.11* 0.0013*

0.*5 0.006 0.00000

0.60 0.11* 0.00133

0.*5 0.006 0.00000

0.60 0.115 0.00135

0.*0 0.006 0.00000

0.60 0.11* 0.00133

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< to t= t 9

m4dt menit menit menit mm4+am

1% 1# 1$ 1* 17 18

0.*93 0.15+ 2.*+9 5.913 +.*02 155.2*6

0.303 0.005 1.925 0.+26 2.750 271.33+

0.*77 0.156 2.*+9 6.115 +.60* 153.*11

0.*+2 0.019 1.925 2.075 *.000 225.006

0.33+ 0.032 2.*72 2.955 5.*2+ 193.152

0.*77 0.156 2.*+9 6.115 +.60* 153.*11

0.297 0.006 1.925 0.+*2 2.767 270.533

0.*77 0.156 2.*+9 6.115 +.60* 153.*11

0.*37 0.01+ 1.925 2.2+6 *.210 219.307

0.*93 0.195 2.*+9 3.0** 5.53* 191.295

0.317 0.006 1.925 0.7++ 2.712 273.2*3

0.*77 0.156 2.*+9 6.115 +.60* 153.*11

0.*67 0.019 1.925 2.1*2 *.067 223.1**

0.33+ 0.032 2.*72 2.962 5.*3* 193.03*

0.*75 0.152 2.*+9 3.160 5.6*9 1+9.329

0.299 0.005 2.*+9 0.+35 3.32* 2*6.+06

0.*77 0.157 2.*+9 6.112 +.601 153.*36

0.*+2 0.019 1.925 2.075 3.999 225.019

0.*77 0.157 2.*+9 6.112 +.601 153.*36

0.*77 0.156 2.*+9 6.116 +.605 153.*02

0.*+2 0.019 1.925 2.076 *.000 22*.997

0.*96 0.15+ 2.*+9 5.++1 +.370 155.5*1

0.302 0.007 1.925 0.+27 2.752 271.279

0.*96 0.15+ 2.*+9 5.++2 +.371 155.530

0.*+2 0.019 1.925 2.076 *.000 22*.99*

0.*30 0.0+3 2.*72 2.323 *.795 205.*97

0.*96 0.15+ 2.*+9 5.++1 +.371 155.53*

0.300 0.006 1.925 0.+3* 2.759 270.93*

0.*96 0.15+ 2.*+9 5.++3 +.372 155.522

0.*+2 0.019 1.925 2.075 3.999 225.015

0.**3 0.152 2.*+9 6.579 9.06+ 1*9.*3*0.305 0.006 1.925 0.+20 2.7*5 271.616

0.**3 0.152 2.*+9 6.579 9.06+ 1*9.*3*

0.*+2 0.019 1.925 2.077 *.001 22*.967

0.339 0.032 2.*72 2.951 5.*23 193.231

0.+7* 0.190 2.*+9 3.336 5.+25 1+6.*50

0.337 0.006 1.925 0.7*2 2.667 275.565

0.*77 0.156 2.*+9 6.116 +.606 153.399

;hlkm%4dt

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0.*+2 0.019 1.925 2.076 *.000 22*.991

0.*77 0.156 2.*+9 6.116 +.606 153.39+

0.292 0.006 1.925 0.+55 2.7+0 269.907

0.+33 0.1++ 2.*+9 3.502 5.991 1+3.+*9

0.*+2 0.019 1.925 2.075 *.000 225.00+

0.5+7 0.036 2.*72 1.705 *.177 220.1+0

0.*77 0.157 2.*+9 6.112 +.601 153.*360.502 0.153 2.*+9 5.*7+ 7.96+ 159.*20

0.*7* 0.150 2.*+9 5.+03 +.293 156.265

0.*60 0.01+ 1.925 2.17* *.099 222.27*

0.309 0.022 2.*72 +.907 11.379 133.*00

0.502 0.153 2.*+9 5.*7+ 7.96+ 159.*19

0.3*0 0.006 1.925 0.736 2.660 275.++9

0.*7* 0.151 2.*+9 5.+00 +.2+9 156.299

0.*+2 0.019 1.925 2.075 *.000 225.005

0.33+ 0.032 2.*7236*+362 2.955 5.*27 193.159

0.*+7 0.1** 2.*+9*31266+ 5.6*+ +.137 157.7530.315 0.006 1.92*5*0+316 0.795 2.719 272.++3

0.*+9 0.1*+ 2.*+9*31266+ 2.0*3 *.532 211.37*

0.*05 0.015 1.92*5*0+316 *.9** 6.+69 171.701

0.339 0.032 2.*7236*+362 2.95* 5.*26 193.1+1

0.*72 0.121 2.*+9*31266+ *.239 6.72+ 173.*+7

0.2++ 0.006 1.92*5*0+316 0.+6+ 2.792 269.300

0.*69 0.121 2.*+9*31266+ *.261 6.750 173.200

0.*+2 0.019 1.92*5*0+316 2.076 *.000 22*.99*

0.*72 0.121 2.*+9*31266+ *.23+ 6.727 173.*97

0.*69 0.121 2.*+9*31266+ *.263 6.752 173.1770.*90 0.01+ 1.92*5*0+316 2.039 3.96* 226.026

0.*72 0.122 2.*+9*31266+ *.23* 6.72* 173.5*1

0.352 0.006 1.92*5*0+316 0.711 2.635 277.207

0.503 0.170 2.*+9*31266+ 3.979 6.*69 176.929

0.*9+ 0.019 1.92*5*0+316 2.009 3.933 226.903

0.33* 0.032 2.*7236*+362 2.990 5.*62 192.539

0.516 0.172 2.*+9*31266+ 3.+7* 6.363 17+.395

0.33+ 0.006 1.92*5*0+316 0.739 2.663 275.736

0.510 0.1+* 2.*+9*31266+ 3.920 6.*09 177.751

0.*92 0.01+ 1.92*5*0+316 2.035 3.959 226.159

0.327 0.032 2.*7236*+362 3.05+ 5.531 191.3*9

0.510 0.1+* 2.*+9*31266+ 3.919 6.*09 177.75+

0.321 0.006 1.92*5*0+316 0.7+0 2.70* 273.6*+

0.505 0.17* 2.*+9*31266+ 6.606 9.095 1*9.211

0.*91 0.01+ 1.92*5*0+316 2.036 3.961 226.10*

0.50* 0.173 2.*+9*31266+ 7 9 1*9.196

0.32+ 0.006 1.92*5*0+316 0.762 2.6+7 27*.526

0.512 0.1++ 2.*+9*31266+ 7.32* 9.+1* 1*3.6*7

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0.2+3 0.016 1.92*5*0+316 3.536 5.*60 192.579

0.512 0.1++ 2.*+9*31266+ 7.325 9.+1* 1*3.6**

0.320 0.006 1.92*5*0+316 0.7+2 2.707 273.51+

0.51+ 0.201 2.*+9*31266+ +.0*0 10.529 13+.6+0

0.*9+ 0.019 1.92*5*0+316 2.009 3.933 226.907

0.330 0.032 2.*7236*+362 3.026 5.*99 191.90*

0.51+ 0.201 2.*+9*31266+ +.0*0 10.529 13+.6+20.33+ 0.006 1.92*5*0+316 0.739 2.663 275.736

0.7+3 0.11* 1.92*5*0+316 5.32* 7.2*+ 167.1*5

0.32* 0.006 1.92*5*0+316 0.771 2.695 27*.111

0.7+3 0.11* 1.92*5*0+316 5.32* 7.2*9 167.1*2

0.315 0.006 1.92*5*0+316 0.79* 2.719 272.903

0.7+* 0.115 1.92*5*0+316 5.315 7.2*0 167.2*7

0.327 0.006 1.92*5*0+316 0.765 2.690 27*.3+1

0.7+3 0.11* 1.92*5*0+316 5.32* 7.2*9 167.137

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25*.22 15+.51 95.71

0.22 59.66 #59.**

2*9.17 166.55 +2.63

3.51 *6.31 #*2.+0

10.3* 19+.27 #1+7.93

2*9.17 52.79 196.3+0.*0 5+2.01 #5+1.61

2*9.17 52.79 196.3+

3.36 +97.3* #+93.9+

3++.00 52.79 335.21

0.35 717.79 #717.**

2*9.17 10.53 23+.6*

3.76 72.35 #6+.59

10.*2 721.99 #711.57

23*.3+ 52.79 1+1.59

0.30 909.23 #90+.93250.61 52.79 197.+2

3.51 715.21 #711.70

250.61 52.79 197.+2

2*+.63 1329.10 #10+0.*6

3.50 6.7* #3.2*

255.92 10*.19 151.73

0.** 2375.*5 #2375.01

255.3+ 76.05 179.33

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3.50 1205.66 #1202.15

70.25 76.05 #5.+0

255.59 1957.56 #1701.97

0.*2 3.+3 #3.*1

255.00 9.*9 2*5.52

3.51 7.56 #*.06

235.7* *.22 231.520.33 *0.56 #*0.22

235.72 1*.26 221.*7

3.*9 61.*6 #57.97

10.*+ 23.63 #13.15

369.36 217.39 151.97

0.*1 5.21 #*.+1

2*+.** **.09 20*.35

3.50 263.50 #260.00

2*+.*1 *1.19 207.22

0.37 667.26 #666.90360.20 7.13 353.07

3.51 *3.*0 #39.+9

13.*5 *9+.*7 #*+5.02

250.61 52.79 197.+2

239.75 15**.36 #130*.61

229.16 71.*5 157.72 Catatan :   ##

3.*5 +36.29 #+32.+* ##

*.9* *5.73 #*0.79 ##

239.7* 27+6.6* #25*6.90 ##

0.*3 6.73 #6.30230.9+ 91.23 139.75

3.51 263+.91 #2635.*0

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gabCgab >;

km"

1 "0 "1 ""

0.006563 0.559 0.15+ #0.0001

0.000113 0.657 0.006 #0.0009

0.006563 0.559 0.156 0.0002

0.000*50 0.657 0.01+ 0.0001

0.000900 0.657 0.032 0.0001

0.006563 0.559 0.156 0.0002

0.000113 0.657 0.006 0.0007

0.006563 0.559 0.156 0.0002

0.000*50 0.657 0.01+ 0.0002

0.006563 0.559 0.195 0.000*

0.000113 0.657 0.006 0.0003

0.006563 0.559 0.156 0.0002

0.000*50 0.657 0.01+ 0.0009

0.000900 0.657 0.032 0.0003

0.005363 0.537 0.151 0.000*

0.000113 0.657 0.005 0.000*

0.006563 0.559 0.156 0.0006

0.000*50 0.657 0.01+ 0.0001

0.006563 0.559 0.156 0.0006

0.006563 0.559 0.156 0.0000

0.000*50 0.657 0.01+ 0.0001

0.006563 0.559 0.15+ 0.0001

0.000113 0.657 0.006 0.0010

0.006563 0.559 0.15+ 0.0000

0.000*50 0.657 0.01+ 0.0001

0.002213 0.657 0.0+3 0.0001

0.006563 0.559 0.15+ 0.0000

0.000113 0.657 0.006 0.0009

0.006563 0.559 0.15+ #0.0001

0.000*50 0.657 0.01+ 0.0001

0.006563 0.559 0.152 0.00000.000113 0.657 0.006 0.0002

0.006563 0.559 0.152 0.0000

0.000*50 0.657 0.01+ 0.0000

0.000900 0.657 0.032 0.0003

0.006563 0.559 0.190 0.0006

0.000113 0.657 0.006 0.0007

0.006563 0.559 0.156 0.0000

;hlgm%4dt

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0.000*50 0.657 0.01+ 0.0001

0.006563 0.559 0.156 0.0000

0.000113 0.657 0.006 0.0005

0.006563 0.559 0.1+7 0.000+

0.000*50 0.657 0.01+ 0.0001

0.000900 0.657 0.036 0.0002

0.006563 0.559 0.156 0.00060.0061++ 0.559 0.153 0.000*

0.0061++ 0.559 0.150 0.0000

0.000*50 0.657 0.01+ 0.0001

0.000900 0.657 0.022 0.0001

0.0061++ 0.559 0.153 0.000*

0.000113 0.657 0.006 0.000+

0.0061++ 0.559 0.150 0.0005

0.000*50 0.657 0.01+ 0.0001

0.0009 0.657 0.032 0.0002

0.005++75 0.560 0.1** 0.00000.0001125 0.6566666667 0.006 0.0001

0.00*5 0.55+5333333 0.1*+ 0.0007

0.000*5 0.657 0.01* 0.0005

0.0009 0.657 0.032 0.0002

0.00*5 0.55+5333333 0.121 0.0000

0.0001125 0.6566666667 0.006 0.0002

0.00*5 0.55+5333333 0.121 0.0001

0.000*5 0.6566666667 0.01+ 0.0001

0.00*5 0.55+5333333 0.121 0.0001

0.00*5 0.55+5333333 0.121 #0.00010.000*5 0.6566666667 0.019 #0.0009

0.00*5 0.55+5333333 0.121 0.000*

0.0001125 0.6566666667 0.006 0.0002

0.0061+75 0.55+5333333 0.170 0.0000

0.000*5 0.6566666667 0.019 0.0001

0.0009 0.657 0.032 0.0000

0.0061+75 0.55+5333333 0.171 0.000*

0.0001125 0.6566666667 0.006 0.0007

0.0066+755 0.55+53*067 0.1+* #0.0001

0.000*5 0.6566666667 0.019 #0.0007

0.0009 0.657 0.031 0.0006

0.0066+755 0.55+53*067 0.1+* 0.0001

0.0001125 0.6566666667 0.006 0.000*

0.0075 0.55+5333333 0.17* #0.0001

0.000*5 0.6566666667 0.019 #0.000+

0.0075 0.55+5333333 0.17* #0.0003

0.0001125 0.6566666667 0.006 0.000+

0.00+*375 0.55+5333333 0.1++ #0.0001

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0.000*5 0.6566666667 0.016 #0.0002

0.00+*375 0.55+5333333 0.1++ #0.0002

0.0001125 0.6566666667 0.006 0.000*

0.009375 0.55+5333333 0.202 #0.0005

0.000*5 0.6566666667 0.019 0.0001

0.0009 0.657 0.032 0.0002

0.009375 0.55+5333333 0.202 #0.000*0.0001125 0.6566666667 0.006 0.0007

0.00375 0.6566666667 0.11* 0.0002

0.0001125 0.6566666667 0.006 0.0006

0.00375 0.6566666667 0.11* 0.0001

0.0001125 0.6566666667 0.006 0.0001

0.00375 0.6566666667 0.11* 0.000+

0.0001125 0.6566666667 0.006 0.0002

0.00375 0.6566666667 0.11* 0.0001

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k6 = k3 ; k5

k7 = k* - = lebar punak saluran (m)

k+ = tabel * k1*

k11 = k9 # k10

g = graitasi (9+16 mdtk 2)

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Perhitungan ?le@a(i

Tabel *. Perhitungan ?le@a(i

<leasi muka air &ilir = " 60.00 m

<leasi tana& e;istingdiukur dekat outlet = " 60.20 m

/o -aluran Titik Tipe -aluran

1 2 3 * 5 6

0 60.00 di muka air kolam

1 15.#19 0 sekunder gorong2 60.00

2 *9.#50 0 tersier gorong2 175.003 *5.#*9 0 tersier terbuka 60.00

* *6.#50 0 sekunder terbuka 60.00

5 *5.#*6 0 tersier terbuka 175.00

6 *2.#*6 0 sekunder gorong2 15.00

7 *1.#*2 0 tersier terbuka 175.00

+ 3+.#*2 0 sekunder terbuka 60.00

9 37.#3+ 0 tersier terbuka 175.00

10 33.#3* 0 tersier terbuka 175.00

 ?l@ Muka ir

di Autlet

(aluran&m'

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11 30.#3* 0 sekunder gorong2 60.00

12 29.#30 0 tersier terbuka 175.00

13 26.#30 0 sekunder terbuka 15.00

1* 25.#26 0 tersier terbuka 90.00

15 21.#25 0 tersier gorong2 60.00

16 22.#26 0 sekunder terbuka 60.00

17 21.#22 0 tersier terbuka 175.001+ 1+.#22 0 sekunder terbuka 15.00

19 17.#1+ 0 tersier terbuka 90.00

20 1*.#1+ 0 sekunder gorong2 60.00

21 13.#1* 0 tersier terbuka 175.00

22 10.#1* 0 sekunder terbuka 15.00

23 9.#10 0 tersier terbuka 175.00

2* 5.#9 0 tersier gorong2 60.00

25 6.#10 0 sekunder terbuka 60.00

26 5.#6 0 tersier terbuka 175.00

27 2.#6 0 sekunder terbuka 15.002+ 1.#2 0 tersier terbuka 175.00

29 16.#15 0 tersier terbuka 165.00

30 11.#15 0 sekunder terbuka 15.00

31 12.#11 0 tersier terbuka 165.00

32 +.#12 0 tersier terbuka 165.00

33 7.#11 0 sekunder gorong2 60.00

3* +.#7 0 tersier terbuka 165.00

35 *.#3 0 tersier terbuka 165.00

36 +1.#+2 0 tersier terbuka 175.00

37 77.#+1 0 sekunder gorong2 60.00

3+ 7+.#+2 0 sekunder terbuka 60.00

39 77.#7+ 0 tersier terbuka 175.00

*0 7*.#7+ 0 sekunder terbuka 15.00

*1 73.#7* 0 tersier terbuka 175.00

*2 70.#7* 0 sekunder gorong2 60.00

*3 69.#70 0 tersier terbuka 175.00

** 66.#70 0 sekunder terbuka 15.00

*5 65.#66 0 sekunder terbuka 175.00

*6 61.#65 0 tersier terbuka 60.00

*7 62.#66 0 sekunder gorong2 60.00

*+ 61.#62 0 tersier terbuka 175.00

*9 5+.#62 0 sekunder terbuka 15.00

50 57.#5+ 0 tersier terbuka 175.00

51 5*.#5+ 0 sekunder gorong2 60.00

52 53.#5* 0 tersier terbuka 175.00

53 50.#5* 0 sekunder terbuka 15.00

?le@a(i Tertinggi

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Catatan :   <leasi muka air kolam&ilir = " 60.00 m

<ld dasar &ilir dimulai dari otlet.

- diambil dari tinggi ter4unan (4ika ada bangunan ter4un)

k13 = k6 ! k10 k9 = k7 " k+

k1* = k11 " k12 " k13 k16 = k+ " k15

k15 = k7 " k1*

Tabel % Bangunan Ter+un

aluran L - n- L-

>g 5 120 0.01 1.2 0.5 2.* 35.3

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hn h(al

- T

(al 6 -

&m' &m' &m' &m'

7 + 9 10 11 12 13

0.10 0.*0 0.50 0.20% 60.00 0 0.12

0.53 0.20 0.73 0.05% 60.12 0 0.090.32 0.10 0.*2 0.05% 60.21 0 0.03

0.10 0.20 0.30 0.20% 60.21 0 0.12

0.53 0.10 0.63 0.05% 60.33 0 0.09

0.0* 0.20 0.2* 0.20% 60.33 0 0.03

0.53 0.10 0.63 0.05% 60.36 0 0.09

0.10 0.10 0.20 0.20% 60.*5 0 0.12

0.66 0.20 0.+6 0.05% 60.36 0 0.09

0.66 0.10 0.76 0.05% 60.*5 0 0.09

4tinggi +agaan ?l@ Muka ir

ilir &m'

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0.10 0.20 0.30 0.20% 60.*5 0 0.12

0.66 0.10 0.76 0.05% 60.57 0 0.09

0.0* 0.20 0.2* 0.20% 60.57 0 0.03

0.6* 0.10 0.7* 0.05% 60.60 0 0.05

0.19 0.20 0.39 0.05% 60.60 0 0.03

0.0+ 0.10 0.1+ 0.20% 60.63 0 0.12

0.66 0.10 0.76 0.05% 60.75 0 0.090.0* 0.20 0.2* 0.20% 60.63 0 0.03

0.79 0.10 0.+9 0.05% 60.66 0 0.05

0.07 0.20 0.27 0.20% 60.66 0 0.12

0.66 0.10 0.76 0.05% 60.7+ 0 0.09

0.0* 0.20 0.2* 0.20% 60.7+ 0 0.03

0.66 0.10 0.76 0.05% 60.+1 0 0.09

0.2* 0.20 0.** 0.05% 60.+1 0 0.03

0.10 0.10 0.20 0.20% 60.+* 0 0.12

0.66 0.10 0.76 0.05% 60.96 0 0.09

0.0* 0.20 0.2* 0.20% 60.+* 0 0.030.55 0.10 0.65 0.05% 60.+7 0 0.09

0.6* 0.10 0.7* 0.05% 60.12 0 0.0+

0.05 0.10 0.15 0.20% 60.20 0 0.03

0.3+ 0.20 0.5+ 0.05% 60.12 0 0.0+

0.1+ 0.10 0.2+ 0.05% 60.20 0 0.0+

0.0+ 0.20 0.2+ 0.20% 60.20 0 0.12

0.63 0.10 0.73 0.05% 60.32 0 0.0+

0.3+ 0.20 0.5+ 0.05% 60.32 0 0.0+

0.66 0.10 0.76 0.05% 60.*1 0 0.09

0.15 0.20 0.35 0.20% 60.*1 0 0.12

0.10 0.10 0.20 0.20% 60.53 0 0.12

0.56 0.10 0.66 0.20% 60.65 0 0.35

0.03 0.20 0.23 0.20% 60.53 0 0.03

0.65 0.10 0.75 0.05% 60.56 0 0.09

0.10 0.20 0.30 0.20% 60.56 0 0.12

0.65 0.10 0.75 0.05% 60.6+ 0 0.09

0.05 0.10 0.15 0.20% 60.76 0 0.03

0.** 0.20 0.6* 0.20% 60.6+ 0 0.35

0.2* 0.10 0.3* 0.05% 61.03 0 0.03

0.10 0.20 0.30 0.20% 61.03 0 0.12

0.+6 0.10 0.96 0.05% 61.15 0 0.09

0.0* 0.20 0.2* 0.20% 61.15 0 0.03

0.+6 0.10 0.96 0.05% 61.1+ 0 0.09

0.10 0.20 0.30 0.20% 61.1+ 0 0.12

0.53 0.10 0.63 0.05% 61.30 0 0.09

0.0* 0.20 0.2* 0.20% 61.30 0 0.03

*1.%0

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Keterangan

5 m " 1 ; 0* m

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Keterangan

1* 15 16 17

60.12 59.90 60.02

60.21 59.59 59.6+60.2* 59.+9 59.92

60.33 60.11 60.23

60.*2 59.+0 59.++

60.36 60.29 60.32

60.*5 59.+2 59.91

60.57 60.35 60.*7

60.*5 59.70 59.79

60.53 59.79 59.++

?l@ Muka irulu &m'

?l@ da(ar (alhilir &m'

?l@ da(ar (alhulu &m'

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60.57 60.35 60.*7

60.65 59.91 60.00

60.60 60.53 60.56

60.6* 59.96 60.00

60.63 60.*1 60.**

60.75 60.5* 60.66

60.+3 60.09 60.1+60.66 60.5+ 60.61

60.70 59.+6 59.91

60.7+ 60.59 60.71

60.+6 60.12 60.21

60.+1 60.7* 60.77

60.+9 60.15 60.2*

60.+* 60.57 60.60

60.96 60.7* 60.+6

61.0* 60.30 60.39

60.+7 60.+0 60.+360.95 60.32 60.*0

60.20 59.*+ 59.57

60.23 60.15 60.1+

60.20 59.7* 59.+2

60.29 60.02 60.11

60.32 60.12 60.2*

60.*1 59.69 59.77

60.*1 59.9* 60.02

60.*9 59.75 59.+*

60.53 60.25 60.37

60.65 60.*3 60.55

61.00 60.0+ 60.*3

60.56 60.*9 60.52

60.6* 59.90 59.99

60.6+ 60.*6 60.5+

60.76 60.02 60.11

60.79 60.72 60.75

61.03 60.2* 60.59

61.06 60.79 60.+2

61.15 60.93 61.05

61.23 60.29 60.37

61.1+ 61.11 61.1*

61.26 60.32 60.*0

61.30 61.0+ 61.20

61.3+ 60.76 60.+5

61.33 61.26 61.29

*1.%8 *1."* *1."

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ekap imen(i -aluran raina(e

<leasi muka air &ilir = " 60.00 m

<leasi tana& e;istingdiukur dekat outlet = " 60.20 m

Tabel 7. ekap imen(i -aluran

/o -aluran Titik Tipe -aluran (aluran &m'b(al

&m'

1 % # $ *

1 15.#19 0 sekunder     gorong2   60.00 0.*0

2 *9.#50 0 tersier     gorong2   175.00 0.60

3 *5.#*9 0 tersier terbuka 60.00 0.60

* *6.#50 0 sekunder terbuka 60.00 0.*0

5 *5.#*6 0 tersier terbuka 175.00 0.60

6 *2.#*6 0 sekunder     gorong2   15.00 0.60

7 *1.#*2 0 tersier terbuka 175.00 0.60

+ 3+.#*2 0 sekunder terbuka 60.00 0.*0

9 37.#3+ 0 tersier terbuka 175.00 0.50

10 33.#3* 0 tersier terbuka 175.00 0.50

11 30.#3* 0 sekunder     gorong2   60.00 0.*0

12 29.#30 0 tersier terbuka 175.00 0.50

13 26.#30 0 sekunder terbuka 15.00 0.50

1* 25.#26 0 tersier terbuka 90.00 0.50

15 21.#25 0 tersier     gorong2   60.00 0.50

16 22.#26 0 sekunder terbuka 60.00 0.5017 21.#22 0 tersier terbuka 175.00 0.50

1+ 1+.#22 0 sekunder terbuka 15.00 0.*5

19 17.#1+ 0 tersier terbuka 90.00 0.50

20 1*.#1+ 0 sekunder     gorong2   60.00 0.60

21 13.#1* 0 tersier terbuka 175.00 0.50

22 10.#1* 0 sekunder terbuka 15.00 0.60

23 9.#10 0 tersier terbuka 175.00 0.50

2* 5.#9 0 tersier     gorong2   60.00 0.*0

25 6.#10 0 sekunder terbuka 60.00 0.*0

26 5.#6 0 tersier terbuka 175.00 0.5027 2.#6 0 sekunder terbuka 15.00 0.*0

2+ 1.#2 0 tersier terbuka 175.00 0.5+

29 16.#15 0 tersier terbuka 165.00 0.50

30 11.#15 0 sekunder terbuka 15.00 0.*0

31 12.#11 0 tersier terbuka 165.00 0.+0

32 +.#12 0 tersier terbuka 165.00 0.*0

33 7.#11 0 sekunder     gorong2   60.00 0.50

3* +.#7 0 tersier terbuka 165.00 0.50

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35 *.#3 0 tersier terbuka 165.00 0.+0

36 +1.#+2 0 tersier terbuka 175.00 0.50

37 77.#+1 0 sekunder     gorong2   60.00 0.*0

3+ 7+.#+2 0 sekunder terbuka 60.00 0.*0

39 77.#7+ 0 tersier terbuka 175.00 0.*0

*0 7*.#7+ 0 sekunder terbuka 15.00 0.60

*1 73.#7* 0 tersier terbuka 175.00 0.50*2 70.#7* 0 sekunder     gorong2   60.00 0.*0

*3 69.#70 0 tersier terbuka 175.00 0.50

** 66.#70 0 sekunder terbuka 15.00 0.*0

*5 65.#66 0 sekunder terbuka 175.00 0.50

*6 61.#65 0 tersier terbuka 60.00 0.*0

*7 62.#66 0 sekunder     gorong2   60.00 0.*0

*+ 61.#62 0 tersier terbuka 175.00 0.*0

*9 5+.#62 0 sekunder terbuka 15.00 0.50

50 57.#5+ 0 tersier terbuka 175.00 0.*0

51 5*.#5+ 0 sekunder     gorong2   60.00 0.*052 53.#5* 0 tersier terbuka 175.00 0.60

53 50.#5* 0 sekunder terbuka 15.00 0.60

?le@a(i Tertinggi

  ?le@a(i tanah renana Daitu ele@a(i tanah renana hulu Dang paling tinggi ! 5

  Jadi tanah haru( ditimbun (ebe(ar ! *1.$% *0."0

Catatan :   ##

##

##

##

##

##

/ &idrolika ## k ! tabel # k1#

<leasi dasar sal &ilir ## k11 ! tabel * k1$

<leasi dasar sal &ulu ## k1" ! tabel * k1*

<leasi tana& renana &ilir ### k1% ! k11 5 k8

<leasi tana& renana &ulu ### k1# ! k1" 5 k8

& sal ### k8 ! tabel * k

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hn h (al ;-

?le@a(i a(ar -aluran

&m' &m' &m%4dtk' ilir ulu

7 8 10 11 1"

0.10 0.50 0.019 0.20% 59.90 60.02

0.53 0.73 0.15+ 0.05% 59.59 59.6+

0.32 0.*2 0.0+3 0.05% 59.+9 59.92

0.10 0.30 0.019 0.20% 60.11 60.23

0.53 0.63 0.15+ 0.05% 59.+0 59.++

0.0* 0.2* 0.007 0.20% 60.29 60.32

0.53 0.63 0.15+ 0.05% 59.+2 59.91

0.10 0.20 0.019 0.20% 60.35 60.*7

0.66 0.+6 0.156 0.05% 59.70 59.79

0.66 0.76 0.157 0.05% 59.79 59.++

0.10 0.30 0.019 0.20% 60.35 60.*7

0.66 0.76 0.157 0.05% 59.91 60.00

0.0* 0.2* 0.005 0.20% 60.53 60.56

0.6* 0.7* 0.152 0.05% 59.96 60.00

0.19 0.39 0.032 0.05% 60.*1 60.**

0.0+ 0.1+ 0.019 0.20% 60.5* 60.660.66 0.76 0.156 0.05% 60.09 60.1+

0.0* 0.2* 0.006 0.20% 60.5+ 60.61

0.79 0.+9 0.195 0.05% 59.+6 59.91

0.07 0.27 0.01+ 0.20% 60.59 60.71

0.66 0.76 0.156 0.05% 60.12 60.21

0.0* 0.2* 0.006 0.20% 60.7* 60.77

0.66 0.76 0.156 0.05% 60.15 60.2*

0.2* 0.** 0.032 0.05% 60.57 60.60

0.10 0.20 0.019 0.20% 60.7* 60.+6

0.66 0.76 0.156 0.05% 60.30 60.390.0* 0.2* 0.005 0.20% 60.+0 60.+3

0.55 0.65 0.15+ 0.05% 60.32 60.*0

0.6* 0.7* 0.151 0.05% 59.*+ 59.57

0.05 0.15 0.006 0.20% 60.15 60.1+

0.3+ 0.5+ 0.153 0.05% 59.7* 59.+2

0.1+ 0.2+ 0.022 0.05% 60.02 60.11

0.0+ 0.2+ 0.01+ 0.20% 60.12 60.2*

0.63 0.73 0.150 0.05% 59.69 59.77

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0.3+ 0.5+ 0.153 0.05% 59.9* 60.02

0.66 0.76 0.157 0.05% 59.75 59.+*

0.15 0.35 0.036 0.20% 60.25 60.37

0.10 0.20 0.019 0.20% 60.*3 60.55

0.56 0.66 0.1++ 0.20% 60.0+ 60.*3

0.03 0.23 0.006 0.20% 60.*9 60.52

0.65 0.75 0.156 0.05% 59.90 59.990.10 0.30 0.019 0.20% 60.*6 60.5+

0.65 0.75 0.156 0.05% 60.02 60.11

0.05 0.15 0.006 0.20% 60.72 60.75

0.** 0.6* 0.190 0.20% 60.2* 60.59

0.2* 0.3* 0.032 0.05% 60.79 60.+2

0.10 0.30 0.019 0.20% 60.93 61.05

0.+6 0.96 0.152 0.05% 60.29 60.37

0.0* 0.2* 0.006 0.20% 61.11 61.1*

0.+6 0.96 0.152 0.05% 60.32 60.*0

0.10 0.30 0.019 0.20% 61.0+ 61.200.53 0.63 0.15+ 0.05% 60.76 60.+5

0.0* 0.2* 0.006 0.20% 61.26 61.29

*1."* *1."

*1.$% m

! 1.%% m

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?le@a(i Tanah enana -al ) ith

ilir ulu & b 2 h 2 l '

1% 1# 1$

60.*0 60.52 $ 100;120;120

60.32 60.*1 $ 100;120;120

60.31 60.3* $ 50;50;120

60.*1 60.53 $ +0;+0;120

60.*3 60.52 $ 50;50;120

60.53 60.56 $ +0;+0;120

60.*6 60.55 $ 50;50;120

60.55 60.67 $ *0;*0;120

60.56 60.65 $ +0;+0;120

60.55 60.63 $ 50;50;120

60.65 60.77 $ +0;+0;120

60.67 60.75 $ 50;50;120

60.77 60.+0 $ +0;+0;120

60.70 60.7* $ 50;50;120

60.+0 60.+3 $ +0;+0;120

60.73 60.+5 $ 50;50;12060.+5 60.93 $ *0;*0;120

60.+3 60.+6 $ 60;60;120

60.76 60.+0 $ 50;50;120

60.+6 60.9+ $ 60;60;120

60.++ 60.96 $ 50;50;120

60.9+ 61.01 $ 60;60;120

60.91 60.99 $ 50;50;120

61.01 61.0* $ 50;50;120

60.9* 61.06 $ 50;50;120

61.06 61.1* $ *0;*0;12061.0* 61.07 $ 50;50;120

60.97 61.05 $ 50;50;120

60.22 60.30 $ 50;50;120

60.30 60.33 $ *0;*0;120

60.32 60.*0 $ +0;+0;120

60.30 60.39 $ 50;50;120

60.*0 60.52 $ +0;+0;120

60.*2 60.51 $ 50;50;120

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60.52 60.61 $ +0;+0;120

60.51 60.59 $ 50;50;120

60.61 60.73 $ 60;60;120

60.63 60.75 $ 50;50;120

60.75 61.10 $ *0;*0;120

60.73 60.76 $ 60;60;120

60.66 60.7* $ 50;50;12060.76 60.++ $ 50;50;120

60.7+ 60.+6 $ 50;50;120

60.+6 60.+9 $ *0;*0;120

60.++ 61.23 $ 50;50;120

61.13 61.16 $ *0;*0;120

61.23 61.35 $ 50;50;120

61.25 61.33 $ *0;*0;120

61.35 61.3+ $ 50;50;120

61.2+ 61.36 $ *0;*0;120

61.3+ 61.50 $ 50;50;12061.*0 61.*+ $ *0;*0;120

61.50 61.53 $ 50;50;120

*1.$0 *1.$%

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 ?o aluran -itik   -ipe aluran Lsal b

(m) (m)

1 15.#19 0 sekunder gorong2 60.00 0.5+

2 *9.#50 0 tersier gorong2 175.00

3 *5.#*9 0 tersier terbuka 60.00

* *6.#50 0 sekunder terbuka 60.00

5 *5.#*6 0 tersier terbuka 175.00

6 *2.#*6 0 sekunder gorong2 15.00

7 *1.#*2 0 tersier terbuka 175.00

+ 3+.#*2 0 sekunder terbuka 60.00

9 37.#3+ 0 tersier terbuka 175.00

10 33.#3* 0 tersier terbuka 175.0011 30.#3* 0 sekunder gorong2 60.00

12 29.#30 0 tersier terbuka 175.00

13 26.#30 0 sekunder terbuka 15.00

1* 25.#26 0 tersier terbuka 90.00

15 21.#25 0 tersier gorong2 60.00

16 22.#26 0 sekunder terbuka 60.00

17 21.#22 0 tersier terbuka 175.00

1+ 1+.#22 0 sekunder terbuka 15.00

19 17.#1+ 0 tersier terbuka 90.00

20 1*.#1+ 0 sekunder gorong2 60.00

21 13.#1* 0 tersier terbuka 175.00

22 10.#1* 0 sekunder terbuka 15.00

23 9.#10 0 tersier terbuka 175.00

2* 5.#9 0 tersier gorong2 60.00

25 6.#10 0 sekunder terbuka 60.00

26 5.#6 0 tersier terbuka 175.00

27 2.#6 0 sekunder terbuka 15.00

2+ 1.#2 0 tersier terbuka 175.00

29 16.#15 0 tersier terbuka 165.00

30 11.#15 0 sekunder terbuka 15.00

31 12.#11 0 tersier terbuka 165.00

32 +.#12 0 tersier terbuka 165.00

33 7.#11 0 sekunder gorong2 60.00

3* +.#7 0 tersier terbuka 165.00

35 *.#3 0 tersier terbuka 165.00

36 +1.#+2 0 tersier terbuka 175.00

37 77.#+1 0 sekunder gorong2 60.00

3+ 7+.#+2 0 sekunder terbuka 60.00

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39 77.#7+ 0 tersier terbuka 175.00

*0 7*.#7+ 0 sekunder terbuka 15.00

*1 73.#7* 0 tersier terbuka 175.00

*2 70.#7* 0 sekunder gorong2 60.00

*3 69.#70 0 tersier terbuka 175.00

** 66.#70 0 sekunder terbuka 15.00

*5 65.#66 0 sekunder terbuka 175.00*6 61.#65 0 tersier terbuka 60.00

*7 62.#66 0 sekunder gorong2 60.00

*+ 61.#62 0 tersier terbuka 175.00

*9 5+.#62 0 sekunder terbuka 15.00

50 57.#5+ 0 tersier terbuka 175.00

51 5*.#5+ 0 sekunder gorong2 60.00

52 53.#5* 0 tersier terbuka 175.00

Tabel * Eoronggorong

 ?o aluran -itik / (m3dt) L (m) b (m)

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Tabel $. ekapitula(i imen(i -aluran

&n & & sal sal

  / ?le@a(i a

(m) (m) (m) (m3dtk) ilir

0.55 0.17 0.05% 0.1579692+93 60.+7

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(m)

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  ar -aluran ?le@a(i Tanah enana

ulu ilir ulu

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n beton = 0.015

*50 (t ; dalam menit)

Tabel 2. Perhit

NoSaluran

Titik L sal bsal

m m

1 2 3 4 5

1 5.-6 0 tersier 175.000 0.40

2 6.-10 0 sekunder 60.000 0.40

3 5.-9 0 tersier 60.000 0.40

4 9.-10 0 tersier 175.000 0.40

5 10.-14 0 sekunder 15.000 0.40

6 13.-14 0 tersier 175.000 0.40

7 14.-1 0 sekunder 60.000 0.40

17.-1 0 tersier 90.000 0.40

9 1.-22 0 sekunder 15.000 0.50

10 21.-22 0 tersier 175.000 0.40

11 22.-26 0 sekunder 60.000 0.50

12 21.-25 0 tersier 60.000 0.40

13 25.-26 0 tersier 90.000 0.40

14 26.-30 0 sekunder 15.000 0.50

15 29.-30 0 tersier 175.000 0.40

16 30.-34 0 sekunder 60.000 0.60

17 33.-34 0 tersier 175.000 0.40

1 !rr"509 !rr"509 !rr"509 !rr"509 0.60

19 37.-3 0 tersier 175.000 0.40

20 3.-42 0 sekunder 60.000 0.60

21 !rr"509 !rr"509 !rr"509 !rr"509 0.40

22 41.-42 0 tersier 175.000 0.40

23 42.-46 0 sekunder 15.000 0.60

24 45.-46 0 tersier 175.000 0.40

25 46.-50 0 sekunder 60.000 0.60

26 45.-49 0 tersier 60.000 0.4027 49.-50 0 tersier 175.000 1.00

2 50.-54 0 sekunder 15.000 0.40

29 53.-54 0 tersier 175.000 0.40

30 54.-5 0 sekunder 60.000 0.40

31 57.-5 0 tersier 175.000 0.40

32 5.-62 0 sekunder 15.000 0.40

33 61.-62 0 tersier 175.000 0.40

&erman @2 =

t05

!ategoriSaluran

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34 62.-66 0 sekunder 60.000 0.40

35 61.-65 0 tersier 60.000 0.40

36 65.-66 0 sekunder 175.000 0.50

37 66.-70 0 sekunder 15.000 0.40

3 69.-70 0 tersier 175.000 0.40

39 70.-74 0 sekunder 60.000 0.50

40 73.-74 0 tersier 175.000 0.4041 74.-7 0 sekunder 15.000 0.60

42 77.-7 0 tersier 175.000 0.40

43 7.-2 0 sekunder 60.000 0.40

44 77.-1 0 sekunder 60.000 0.60

45 1.-2 0 tersier 175.000 0.40

46 4.-3 0 tersier 165.000 0.60

47 .-7 0 tersier 165.000 0.40

4 7.-11 0 sekunder 60.000 0.60

49 .-12 0 tersier 165.000 0.40

50 12.-11 0 tersier 165.000 0.6051 16.-15 0 tersier 165.000 0.40

52 15.-19 0 sekunder 60.000 0.40

53 16.-20 0 tersier 60.000 1.00

#atatan " -- Lebar saluran diren$anakan

-- % saluran ditentukan den&an $ara trial' se%in&&an

-- * diren$ana

--

 +un,ukkan $ara di%itun& beruntun dari %ulu' untuk sa

-- t/ = Lsal = kolom 5kolom 11

-- t$ = tot/  

-- blok = luas termasuk dari blok %ulu an& melalui s

-- = %lk-%l&.

to diambil dari kalin& ter"auh dari titik kontrol' dies

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Tabel 3 #angunan Ter"un

*aluran L *

8& 5 120 0.01 1.2

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ngan Dimensi Saluran Tersier, Sekunder dan Primerhsal

S$ to t% t&

m m'dt menit menit menit

( 1) 11 12 13 14 15

0.3065923 0.15 0.666 0.101 1.925 4.377 6.301

0.1922237 1.00 1.417 0.109 6.301 0.706 7.007

0.2 0.05 0.321 0.026 1.925 3.114 5.03

0.35 0.15 0.653 0.091 5.03 4.465 9.503

0.29426442 1.00 1.614 0.190 9.503 0.155 9.65

0.31 0.15 0.636 0.00 1.925 4.55 6.509

0.3352641 1.00 1.724 0.264 9.65 0.50 10.23

0.31491762 0.15 0.636 0.00 1.925 2.35 4.22

0.35590421 1.00 1.56 0.330 10.23 0.135 10.373

0.31491762 0.15 0.636 0.00 1.925 4.54 6.509

0.4135276 1.00 1.930 0.399 10.373 0.51 10.91

0.20017307 0.05 0.321 0.026 1.925 3.113 5.037

0.34960507 0.15 0.653 0.091 5.037 2.297 7.334

0.403503 1.00 2.001 0.41 10.91 0.125 11.016

0.31491762 0.15 0.636 0.00 2.49 4.54 7.074

0.4320134 1.00 2.103 0.546 11.016 0.475 11.491

0.31491762 0.15 0.636 0.00 1.925 4.54 6.509

0.4701726 1.00 2.150 0.607 11.491 !rr"509 !rr"509

0.31491762 0.15 0.636 0.00 2.49 4.54 7.074

0.507492 1.00 2.192 0.667 !rr"509 0.456 !rr"509

0.20017307 0.05 0.321 0.026 2.49 !rr"509 !rr"509

0.34960507 0.15 0.653 0.091 !rr"509 4.466 !rr"509

0.554146 1.00 2.239 0.744 !rr"509 0.112 !rr"509

0.31491762 0.15 0.636 0.00 1.925 4.54 6.509

0.51427 1.00 2.270 0.02 !rr"509 0.440 !rr"509

0.31491762 0.15 0.636 0.00 2.49 1.572 4.0610.73963956 0.15 1.153 0.53 !rr"509 2.530 !rr"509

0.0563669 1.00 0.31 0.019 2.49 0.301 2.790

0.1195565 0.15 0.45 0.022 1.925 6.362 .26

0.079720 1.00 1.034 0.036 .26 0.967 9.253

0.1195565 0.15 0.45 0.022 1.925 6.362 .26

0.1397629 1.00 1.25 0.070 9.253 0.199 9.452

0.165393 0.15 0.543 0.041 1.925 5.36 7.293

*hlkm3'dt

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0.19239467 1.00 1.41 0.109 9.452 0.705 10.157

0.22600656 0.15 0.579 0.052 2.49 1.72 4.217

0.21300936 1.00 1.577 0.16 10.157 1.50 12.007

0.1224744 0.05 0.311 0.023 2.49 0.03 3.293

0.2499732 0.15 0.620 0.071 3.293 4.70 .001

0.25754956 1.00 1.63 0.217 12.007 0.594 12.601

0.2353529 0.15 0.619 0.070 1.925 4.715 6.6390.2603974 1.00 1.792 0.20 12.601 0.139 12.741

0.20457469 0.05 0.324 0.026 1.925 9.014 10.93

0.34066061 0.15 0.649 0.0 10.93 1.541 12.479

0.3172431 1.00 1.917 0.365 12.741 0.522 13.262

0.31491762 0.15 0.636 0.00 2.49 4.54 7.074

0.3622135 1.00 1.99 0.434 13.262 1.376 14.63

0.350790 0.15 0.657 0.094 1.925 4.16 6.111

0.41221157 1.00 2.075 0.513 14.63 0.42 15.120

0.350790 0.15 0.657 0.094 2.49 4.16 6.676

0.4612972 1.00 2.139 0.592 15.120 1.25 16.4060.20017307 0.05 0.321 0.026 1.925 .560 10.45

0.372633 0.15 0.669 0.104 10.45 1.495 11.979

0.7129564 0.50 2.04 1.46 !rr"509 0.40 !rr"509

  %idrolika %idrolo&i

luran %ilir' t$ %ilir = t$ %ilir(=to)t$ %ulu.

  luran bs.

  timasi 1 sa,a bila luas kalin& sama

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 +

0.5

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+ gab-gab Δ*

mm'"am km2

1 1( 1 1/ 2) 1 2

179.263 0.006563 0.559 0.13 -0.011 -0.011 156.14752

169.99 0.000450 0.657 0.014 0.0950 0.0950

200.41 0.000900 0.657 0.033 -0.0072 -0.0072

145.97 0.006563 0.559 0.149 -0.0572 -0.0572

144.03 0.000113 0.657 0.003 0.170 0.170

176.379 0.006563 0.559 0.10 -0.0995 -0.0995

140.640 0.000450 0.657 0.012 0.2529 0.2529

217.460 0.006563 0.559 0.221 -0.1413 -0.1413

139.723 0.000113 0.657 0.003 0.3273 0.3273

176.35 0.006563 0.559 0.10 -0.0994 -0.0994

136.360 0.000450 0.657 0.011 0.379 0.379

200.499 0.000900 0.657 0.033 -0.0072 -0.0072

166.166 0.005363 0.537 0.133 -0.0415 -0.0415

135.54 0.000113 0.657 0.003 0.474 0.474

169.195 0.006563 0.559 0.172 -0.0921 -0.0921

132.749 0.000450 0.657 0.011 0.5352 0.5352

176.35 0.006563 0.559 0.10 -0.0994 -0.0994

!rr"509 !rr"509 !rr"509 !rr"509 !rr"509 !rr"509

169.195 0.006563 0.559 0.172 -0.0921 -0.0921

!rr"509 0.000450 0.657 !rr"509 !rr"509 !rr"509

!rr"509 !rr"509 !rr"509 !rr"509 !rr"509 !rr"509

!rr"509 0.006563 0.559 !rr"509 !rr"509 !rr"509

!rr"509 0.000113 0.657 !rr"509 !rr"509 !rr"509

176.35 0.006563 0.559 0.10 -0.0994 -0.0994

!rr"509 0.000450 0.657 !rr"509 !rr"509 !rr"509

223.29 0.002213 0.657 0.090 -0.0100 -0.0100!rr"509 0.006563 0.559 !rr"509 !rr"509 !rr"509

269.37 0.000113 0.657 0.006 0.0132 0.0132

156.32 0.006563 0.559 0.159 -0.1372 -0.1372

147.935 0.000450 0.657 0.012 0.0242 0.0242

156.32 0.006563 0.559 0.159 -0.1372 -0.1372

146.372 0.000113 0.657 0.003 0.0669 0.0669

166.636 0.006563 0.559 0.170 -0.1291 -0.1291

*hlgm3'dt

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141.19 0.000450 0.657 0.012 0.0975 0.0975

219.122 0.000900 0.657 0.036 0.0163 0.0163

129.66 0.006563 0.559 0.132 0.0357 0.0357

247.93 0.000113 0.657 0.005 0.0176 0.0176

159.09 0.006563 0.559 0.162 -0.0914 -0.0914

126.76 0.000450 0.657 0.010 0.2063 0.2063

174.643 0.006563 0.559 0.17 -0.1077 -0.1077126.072 0.000113 0.657 0.003 0.2774 0.2774

136.062 0.006563 0.559 0.139 -0.1121 -0.1121

127.36 0.000450 0.657 0.010 0.070 0.070

123.567 0.000900 0.657 0.020 0.3446 0.3446

169.195 0.006563 0.559 0.172 -0.0921 -0.0921

117.616 0.0061 0.559 0.113 0.3215 0.3215

12.037 0.0061 0.559 0.175 -0.007 -0.007

115.726 0.000450 0.657 0.009 0.5037 0.5037

174.165 0.000900 0.657 0.029 0.0655 0.0655

111.100 0.0061 0.559 0.107 0.455 0.45513.974 0.0061 0.559 0.133 -0.1077 -0.1077

130.015 0.000450 0.657 0.011 0.0930 0.0930

!rr"509 0.000900 0.657 !rr"509 !rr"509 !rr"509

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%

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Tabel 4 Perh

*aluran +itik

1 2 3 4 5 6

#atatan " !ld dasar %ilir' dimulai dari otlet.

+ diambil dari +abel 3

!l dasar %ulu = !l dasar %ilir *L +!l muka tana% %ulu = !l dasar %ulu sal.

Tab

:o *aluran +itik (m3dt)

Tabel oronggorong

:o *aluran +itik (m3dt)

 !l s di<utlet

L saluran(m)

*ren$ana!l asar

ilir

L

(m)

b

(m)

L

(m)

b

(m)

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itungan 0leasi

+ saluran

7 9 10 9 11

l 5. ekaitulasi Dimensi Saluran

leasi Dasar Salura leasi Tan

6ilir 6ulu 6ilir

!l asarulu

!l +ana%ulu

!l +ana%!ksistin&

eteran&an

%sal (m)

(m)*ren

 +i>e

*aluran

(m)

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  h en&an

6ulu