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Lebar Pias 1 m

Durasi Data 30 s

Batas Data n 3.13

no  data putaran H konversi n

(m)

0 0

1 0 80 0  0.5

0 2.6

2 0 ! 0  0.51

0 2.63

3 0 100 0  0.52

0 3.33

" 0 125 0

  0.53

0 ".1

5 0 155 0  0.55

0 5.1

6 0 150 0  0.55

0 5.00

0 1"5 0  0.5

0 ".83

8 0 1"3 0  0."8

0 ".

! 0 !2 0

  0."5

0 3.0

10 0 !0 0  0."2

0 3.00

0

#ama$ %stari Lati&a' . .

#*+$ 1212"006

,e-as$ 3 / PL

#0.2   #0.6   #0.8   n0.2   n0.6

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eitia ,otak

k 1 k 2

untuk n3.134v0.133n0.01/ v 0.133 7 0.01

untuk n3.134v0.12!n0.022/ v 0.12! 7 0.022

  konversi v v H %1 %2(m9s) (m) kotak seitia

0.25

0 0 0.32 0 0.32  0.51

0.500 0.2500.50

0 0 0.36 0 0.36  0.52

1.010 0.0050.51

0 0 0."52 0 0."52  0.53

1.030 0.0050.52

0 0 0.560 0 0.560

  0.5"

1.050 0.0050.53

0 0 0.68! 0 0.68!  0.55

1.080 0.0100.55

0 0 0.66 0 0.66  0.53

1.100 0.0000.55

0 0 0.6"6 0 0.6"6  0."!

1.050 /0.0250.50

0 0 0.63 0 0.63  0."

0.!80 /0.0100."8

0 0 0."25 0 0."25

  0.""

0.!30 /0.0150."5

0 0 0."16 0 0."16  0.21

0.80 /0.0150."2

n0.8   v0.2   v0.6   v0.8

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%3 %" Luas Debit   -ebar ketiniankotak seita m2 (m39s)   0 0

1 0.5

1.000 0.020 1.0 0.658  2 0.51

3 0.52

1.020 0.020 2.055 0.55  " 0.53

5 0.55

1.0"0 0.020 2.0!5 0.!"  6 0.55

0.5

1.060 0.0"0 2.155 1.206

  8 0."8

! 0."5

1.100 0.000 2.1!0 1.508  10 0."2

11 0

1.100 /0.100 2.100 1."01

1.000 /0.0"0 1.!85 1.281

0.!60 /0.060 1.80 1.1!1

0.!00 /0.060 1.55 0."6

0.8"0 /0.8"0 0.855 0.356

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0

/0.5

/0.51

/0.52

/0.53

/0.55

/0.55

/0.5

/0."8

/0."5

/0."2

0

 

0 1 2 3 " 5 6 8

/0.6

/0.5

/0."

/0.3

/0.2

/0.1

0

Grafk Sungai

Luas Sungai (m)

ketinggian sungai (m)

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10 11