ball
applied
greater
640
consist
com
BACKGROUND
review
flood
eavesdropper
vlughter
journal
IJISRT22JAN190
971
973
requirement
1622
while
measured
0652
classified
piece
qstatistic
before
F1
1633
seen
discussion
sugiharto
specification
jumping
1455
0123
elongated
assessment
form
using
2480
above
cros
0741
measure
resulting
fluid
cause
1504
OF
erosion
000732
lestari
task
syarifah
overflow
endsill
abstrac
les
required
forster
acros
serve
test
open
upstream
flow
0015m3
130
two
passe
energy
0193
regulating
purpose
against
272
entire
avoided
speed
0617
adhesive
olak
speaking
RESEARCH
desired
rosalina
906
0479
include
also
determined
science
start
distance
issue
theory
001
elevation
002947
downstream
shock
formulated
figure
largely
rake
1986
river
III
ISSN
high
098
then
developed
contained
placed
scour
varying
001779
how
opening
normal
field
pompengan
310
utilizing
shedding
1772
medium
0301
meet
073
0559
128
0030
1250
muslim
inland
ratna
criteria
2203
collier
319
fulfill
062
material
higher
hall
0263
highest
0332
reducer
1685
increase
nur
0030m3
engineering
dam
ruler
lecturer
METHODS
volume
palembang
1233
horizontal
2009
control
end
directorate
main
preventing
1264
REFERENCES
source
fixed
musa
caused
dwi
000960
3349
pool
study
line
broadly
observation
955
stk
universita
992
1686
behavior
142
longer
surface
depending
104
initial
adapted
mercu
type
0150
method
361
according
0232
0495
done
pelimpah
observed
0025
1354
fall
3828
planning
193
skirde
generally
0015
2019
subcritical
0573
ven
made
vol
1885
pas
varie
most
solidify
0120
absence
schoklitch
wake
show
THEORETICAL
0528
0800
current
parameter
1420
out
slope
macmillan
galang
0168
0102
steep
2014
ingesti
8𝑓𝑟12
CV
tip
turbulent
lighthouse
debit
cover
discharge
called
research
100
1966
glue
level
1959
standard
value
function
door
it
usually
1591
jakarta
area
2036
1950
980
1985
measuring
jump
945
graph
time
DISCUSSION
weir
0620
way
002466
persada
january
commonly
damper
ijisrt
CONCLUSION
threshold
section
0178
trifandy
used
when
undergoe
pond
retaining
including
shown
lowest
related
different
london
stopwatch
transition
101
laboratory
valuate
froude'
supercrititcal
002163
meter
003487
temperature
round
depth
1057
began
look
jenneberang
hydrolyzed
irrigation
putri
well
all
0586
2903
frank
below
conducted
1200
building
knowing
106
university
abundant
super
sec
indonesia
general
2022
239
result
until
technology
136
gravity
will
3247
002540
spring
regulate
tran
intersection
theoretical
entering
plunge
377
IV
free
than
view
analysi
remain
formation
1375
innovative
covering
077
head
formula
dimension
090
engr
246
3104
theoretically
calculation
arithmetic
0025m3
0206
faculty
sill
2165
988
difference
publisher
1540
080
relationship
namely
motion
circumstance
keyword
000876
obtained
flooding
producing
influence
table
947
mechanic
number
top
1414
001449
occur
between
103
smaller
0240
etc
influenced
considerable
henderson
bandung
critical
use
suyatman
KP
wa
there
loncar
minimum
erlangga
same
2767
dihulu
117
chow
102
several
985
soc
slowly
supporting
variou
tool
shape
follow
large
0061
2519
useful
1385
effect
variation
fig
fauziah
0129
civil
pertition
2777
small
0020
three
problem
hsu
indispensable
supercritical
produce
conclude
point
460
0431
STUDIES
3145
makassar
construction
2902
1423
USBR
based
ramp
froude
addition
silicon
0082
II
bucket
1000
www
behind
height
find
001198
great
move
through
105
changing
part
quite
falling
structure
V1
final
1471
experience
1991
parallel
water
region
department
translation
2456
RESULT
Y2
variety
june
information
international
0541
stepping
following
ogee
center
hydraulic
very
001698
fitriana
H1
due
1796
115
measurement
affect
radiu
change
kind
far
length
lenght
1517
sriwijaya
equation
become
model
120
acceleration
channel