7/23/2019 UTS Bendung

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h perkiraan b,bendung 21 banyak pil 1

r(jari2 mercu) 1 bef 21 - 0.22

p(tinggi mercu) 2.55 ka 0.01

g(gravitasi) .!1 kp 0.1

h m k " d

2.2#$5 1.%55%0#&2 0.1%#%2! 2.$00!2! 1.#00552

2.2 1.%$!!! 0.12&211 2.%2&211 1.551$&$2.2% 1.%51!!&! 0.1%1$12 2.%#1$12 1.5&$2&5

2.2%2 1.%520!&1& 0.1%1#5 2.%#%#5 1.5&5&&

2.2%% 1.%521!#! 0.1%1!%# 2.%#$!%# 1.57!

1 1.202 0.01#!$ 1.01#!$ 0.#&&

1.0#$ 1.2111$22& 0.0200$2 1.0!$0$2 0.&22#$

1.0&2 1.2122&$# 0.020$$5 1.02$$5 0.&2!2&

kst $2.5 m 0.%

s(kemiringandasar sungai) 0.021

b(sungai) 22h diperkirakan

h ' lu

1.201! 2#.!&2!& 2$.50$% 1.0#$%1 1&5.!1#

2 $5.2 2#.1 1.&2# $00.#&52

1.5 %%.#&5 25.1%20 1.%%2 252.0&25

0.55 12.10&5 2%.1$!$% 0.52##%$ $!.#%02

0.# 1%.%0! 2%.252!$ 0.5&2%1& 5#.$!%&

7/23/2019 UTS Bendung

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*"

bef

20.$&1!2 1&5.#&!2$ +100thn

20.$!!01 1#&.2&2$2220.$!0$ 1&1.21&11

20.$& 1&1.5#121&

20.$&&$ 1&1.##0$%

20. $%.##5&$5

20. $!.%!#1125

20.&5## $!.1221$ +2thn