Mekflud h5 Aliran Kritis Hidro Jump

deadminggu aliran krits  No. Slope

R

Q

V

n

C

(m)

(m3/det)

(m/det)

0.067 0.0629 0.060 0.!1 0.!1 0.!1 0.0270 0.!!9 0.0!9

0.01!

0.19!

0.0000

"""

2

0.33 0.012 0.07 0.03 0.!1 0.!1 0.!1 0.0222 0.219 0.0!2

0.01!

0.6311

0.110#

.33

3

0.67

0.!97 0.03!2

0.01!

0.#22#

0.10!9

.!3

!

1

0.03! 0.03!# 0.031 0.!1 0.!1 0.!1 0.01!6 0.!#2 0.0300

0.01!

0.9611

0.100

.



1.33 0.0321 0.031# 0.0320 0.!1 0.!1 0.!1 0.0133 0.!7#9 0.0277

0.01!

1.09

0.1000

.0

6

1.67 0.02#9 0.03

0.029 0.!1 0.!1 0.!1 0.0122 0.!739 0.02#

0.01!

1.1!

0.09#

.2

0.02#3 0.027 0.0279 0.!1 0.!1 0.!1 0.0116 0.!70# 0.02!6

0.01!

1.2091

0.09#9

.!

#

2.33 0.0266 0.027 0.0262 0.!1 0.!1 0.!1 0.0109 0.!673 0.0232

0.01!

1.2901

0.0963

.

9

2.67 0.027 0.02!# 0.023 0.!1 0.!1 0.!1 0.010 0.!6 0.022

0.01!

1.3360

0.097

.!

0.01!

1.!10

0.0906

.79

1

0

7

2

10

3

Y1

Y2

Yrata

B1

B2

B

(m)

(m)

(m)

(m)

(m)

(m)

0.0!2

0.0!

A

P

(m) (m2)   (m

0.0!10 0.!1 0.!1 0.!1 0.0170

0.0227 0.023# 0.0233 0.!1 0.!1 0.!1 0.0096 0.!61 0.0209

hidolik jump No. Slope Y1(m) Y2(m) B1(m) 1 %.%1 %.%1 %.%1& %.%1& %.%'2 %.%'2 %.%*%%     ) %.%'%%    m     ( %.%%%    r    i    a %.%%%    n    a %.%3%%    m    a %.%2%%     l    a     d %.%1%%    e    K %.%%%% %.%*%%

B2(m) A1 A1(m2 A2 A2(m Q(m3/d1

2

!1

!2

"#

Yra$a

%.1 %.1 %.1 %.1 %.%%* %.%2' %.%2' %.%11 %.%11 1.&%& 1.&%& %.2+ %.12+' %.12+'+ + %.%*11* %.%*11*' ' %.%& %.%& %.% %.% ,1

-$eo

3.33* 3.33* %.%& %.%&

olumn !

%.%&%%

%.%+%%

%.1%%%

%.11%%

Energi Spesifk (m)

%.12%%

%.13%%

%.1%%

Y$

S$

(m)

%

No.

(m)

0.0!## "&'V/0 0.07#7 0.0!##

0.3!!

0.073#

0.0!##

0.332!

0.07

0.0!##

0.31##

0.0#22

0.0!##

0.32!0

0.0###

0.0!##

0.3220

0.0963

0.0!##

0.3300

0.102!

0.0!##

0.3190

0.1110

0.0!##

0.3303

0.1162

0.0!##

0.2923

0.1306

Y$eorit -$eorits %.%&1

Slope

1.%1

1

% %.%%3+2

0.01

Y1

Y2

B1(m)

B2(m)

(m)

(m)

(m)

(m)

0.0179

0.061#

0.!1

0.!1

A1(m2) A2(m2) (m2)

(m2)

0.007!29 0.026!7

Q

V1

V2

(m3/det) (m/det) (m/det) 0.011

%1

%2

*

(m)

(m)

(m)

Yrata Yteor+t+, -$eorits (m)

(m)   1.%%+++

1.!#07# 0.!2#9 0.12966 0.0712 0.0# 0.0399 0.0#09