tqr t, qt Td n *tqr vr 3-fir t r saffiq t f* qq rie'q nmffiT-edr,T ... - Kosi Aayog
tqr t, qt Td n *tqr vr 3-fir t r saffiq t f* qq rie'q nmffiT-edr,T ... - Kosi Aayog
tqr t, qt Td n *tqr vr 3-fir t r saffiq t f* qq rie'q nmffiT-edr,T ... - Kosi Aayog
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78<br />
79<br />
i Planning<br />
should be basin/sub-basinwise.<br />
ii Master plans for flood managernent<br />
should be drawn up.<br />
iii Measures for conservation and utilisation of v' water 'vq'lvl<br />
receive 's resources<br />
due for<br />
emphasis.<br />
muftiple benefits shoufd<br />
iv Non-physicalmeasures such as regulation<br />
and<br />
of.developm"I]f<br />
warning' evacuation<br />
plains,<br />
of the populaiion<br />
i!",fl?od<br />
flood forecasting<br />
to<br />
and<br />
flood-prooi<br />
rescue<br />
sn.rters<br />
operation<br />
and<br />
plans<br />
other disasier<br />
are<br />
preparedness<br />
ul.v irpoit"nt. - ' --' ""*'<br />
;n"r#;ffi::tion<br />
of the comprehensive<br />
pfan for any basin or sub-basin<br />
shoutd be taken up in<br />
(para 7.1.2)<br />
Reservoirs are no a very.dependable<br />
measures 1":b: measure which<br />
can<br />
by<br />
mitioate<br />
itself dr<br />
the<br />
in<br />
flood<br />
combination<br />
problem with<br />
of a river<br />
other<br />
that the reservoirs--if<br />
oasin considerabry. ri ir,1r,L-r"r"re, suggested<br />
l""nd, te"f;tll,iu'uno<br />
""onori""rty ieasiore tmportant constituentin.?lv.plgkage must be considered<br />
of r"".rr".<br />
as an<br />
reservoirs in<br />
i*'itooo.r"n"gement.<br />
the case or ruortn Bihai<br />
suitabte<br />
rivers sites<br />
are<br />
for<br />
avaitabre onry in Neparese territory. The nibtter<br />
:f;':"3:Jrlrsued visorousrv *itn it" co;; ffiffiil"p"1," cooperation in construction or<br />
(Para 7.3.1) .<br />
It is. suggested that at row rying zones in<br />
carried<br />
the ord<br />
every<br />
<strong>Kosi</strong> dhars.which<br />
ffood sebson<br />
can<br />
6hoirJ<br />
be fitted<br />
o"lientifieo<br />
wjth sirt being<br />
pockets tnrouln-Jei"ir<br />
will have to<br />
,ur"y.<br />
be embanked<br />
s""r, io""tmed<br />
to ,."""iu" row<br />
the<br />
rying<br />
through frood<br />
link<br />
iiltigh*<br />
channels,<br />
stages<br />
passing and connected<br />
tnrough L;<br />
to<br />
rving<br />
the river<br />
the existing<br />
alignme"l"ilh<br />
flood a<br />
embankme'nt<br />
regurator at<br />
;;<br />
its<br />
fi;'irain<br />
head rocated<br />
river.<br />
in<br />
It is suggested that low lying pockets<br />
prone<br />
which<br />
river<br />
can be<br />
basins<br />
used as.<br />
of Bihi'<br />
detention<br />
may<br />
basins<br />
be investigated<br />
," ,,:::r;:tj<br />
scheme in the<br />
in oetair<br />
basin<br />
and<br />
where n"tui"i"onJition!<br />
laken ;r;- fr*d management<br />
flood<br />
permit.<br />
also u." oi"un oepressLnJtoii.,oo"rating<br />
"t<br />
implies tn"t t".tJ"tion-'ri"i'0" ir'por"J'*iiir, high,<br />
,i"r. investmeniirisucn areas..<br />
It is suggested thailhg gaps, in the<br />
in<br />
existing<br />
the protected areash;,to 3gi1nr
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