will 3247 002540 IJISRT regulate spring result 239 until technology gravity submitted 136 indonesia pramono 2022 general sec abundant 106 university knowing database super well putri 0586 all frank 2903 building below 1200 conducted began look jenneberang page irrigation hydrolyzed supercrititcal froude' 003487 meter 002163 round temperature 1057 depth laboratory valuate stopwatch 101 transition SUBMISSION lowest shown including content different london related retaining undergoe when trifandy used pond jothi threshold not section 0178 january commonly damper CONCLUSION ijisrt wang 0620 weir 002466 way persada 0240 etc influenced considerable henderson GMT FILE smaller 001449 occur between 103 number mechanic 947 word top anandha 1414 obtained 3286 influence flooding producing table circumstance keyword 000876 1540 publisher relationship 080 namely motion posted faculty sill 988 difference 2165 0025m3 arithmetic combined 0206 246 3104 calculation theoretically dimension formula engr overlapping 090 innovative 1375 077 covering head palanisamy than remain formation view analysi free entering plunge 377 IV tran theoretical intersection II bucket 1000 behind www CHARACTER 1423 USBR based ramp 0082 silicon froude addition construction makassar 2902 460 0431 jaya STUDIES 3145 hsu supercritical produce indispensable point conclude small pertition 2777 0020 overall three REPORT problem report fig 0129 fauziah civil pakka effect 1385 useful TOP SIZE variation follow WORD large 2519 0061 variou tool shape soc supporting slowly williford chow 102 985 several 2767 dihulu 117 minimum internet erlangga same KP suyatman wa loncar there bandung use critical model become 120 acceleration channel sriwijaya 1517 lenght equation far length PAGE SOURCES similarity affect radiu kind change 1796 115 measurement due H1 001698 excluded fitriana ogee hydraulic center very stepping displayed following information international 0541 RESULT 2456 variety Y2 june water department region translation 1471 final parallel 1991 experience falling structure V1 through changing part quite 105 height find great 001198 move 0193 against purpose regulating 272 entire 130 passe two energy acros syarifuddin forster test serve open 0015m3 flow upstream endsill overflow syarifah abstrac required les 000732 task lestari erosion OF measure 0741 cros fluid resulting cause 1504 assessment elongated form 2480 using above jumping 0123 total 1455 sugiharto discussion seen nithyapriya specification 1633 before F1 1622 requirement 973 0652 measured while piece qstatistic classified work journal NAME IJISRT22JAN190 971 640 com BACKGROUND consist review vlughter flood eavesdropper applied ball greater 0030m3 nur engineering dam bricka 0263 higher hall highest reducer 0332 increase 1685 submission DATE fulfill material 062 0030 128 inland muslim 1250 2203 criteria ratna collier 319 1772 shedding medium arif meet 0301 0559 073 zhen matche PAPER normal field 310 pompengan utilizing hariani 001779 how opening 098 then developed placed contained varying scour zhongming 1986 rake river III ISSN high shock 15737674 largely figure formulated 001 elevation 002947 downstream distance science start issue theory include also publication determined oid protecting character summary 906 0479 overview pdf 0617 adhesive olak speaking rosalina desired RESEARCH avoided speed each pelimpah observed 1354 0025 fall 361 method according 0232 done 0495 0150 nojeng adapted type mercu 104 initial bibliographic 142 surface longer depending universita stk 992 vertical behavior 1011 1686 broadly observation 955 3349 study pool line 000960 dwi 29585 caused 1264 agung fixed source REFERENCES musa 2009 end control directorate preventing main volume 1233 clint palembang horizontal AM ruler METHODS lecturer within graph time DISCUSSION jump 1985 measuring 945 1950 980 jakarta 4KB 2036 area it usually 1591 glue 1966 1959 level function standard value door 13806 cover discharge called 100 research tip turbulent debit lighthouse 2014 ingesti 8𝑓𝑟12 CV apr 1420 out galang macmillan slope message 0168 steep 0102 0800 current 0528 crossref parameter THEORETICAL solidify mark 0120 schoklitch absence show wake found pas 1885 varie most ID vol made ven 3828 COUNT generally skirde 193 planning 2019 0015 0573 subcritical