शासकीय प्रोयोगार्थ mrrj Áns'k...

शासकीय प्रोयोगार्थ

mRrj Áns'k ljdkj

ÒwxÒZ ty foÒkx] m0 Á0

izLrkouk

fodkl [k.M tliqjk & ,d ifjp;

gkbMªksft;ksykWth

HkwxHkZ ty Lrj

HkwxHkZ ty miyC/krk

o’kkZ dh fLFkfr

izHkkodkjh ,oa vizHkkodkjh@vuqi;qDr {ks=

dk;Z ;kstuk

fØf=e Òwty fjpktZ ,oa lrgh ty lap;u ,oa laj{k.k

gsrq izLrkfor lajpuk,sa ,oa LFky

lEcfU/kr ekufp«k

¾ ¾ ¾ ¾ ¾¾

1

izLrkouk

mRrj izns“k ,d d`f’k iz/kku jkT; gSA ;gkW d`f’k gsrq flapkbZ ds fy;s yxHkx 80

izfr“kr rd fuHkZjrk HkwxHkZ ty ij gh gSA blds vfrfjDr is;ty lsDVj ,oa vkS|ksfxd

lsDVj gsrq yxHkx 85 izfr“kr ty dh vkiwfrZ HkwxHkZ ty ls gh dh tkrh gSA foxr o’kksZ

esa c<+rh tula[;k ,oa vkS|ksfxdhdj.k ds dkj.k ftl rjg ls HkwxHkZ ty lzksrksa dk

vfu;af=r ,oa vU/kk/kqU/k nksgu fd;k tk jgk gS]mlls izns“k ds “kgjh ,oa xzkeh.k {ks=ksa esa

Hkwty Lrj esa mYys[kuh; ¼Significant½ fxjkoV ifjyf{kr gqbZ gS] ftlls orZeku esa HkwxHkZ

ty lzksr ladVkdh.kZ ¼Stressed½ fLFkfr esaa igqap x;s gSaA

izns“k esa o’kZ 2000 ds Hkwty lalk/ku vkadyu ds vuqlkj ek= 20 fodkl[k.M gh

vfrnksfgr@fdzfVdy Js.kh esa lwphc) Fks] ftudh la[;k o’k Z 2013 ds vkadyu ds vuqlkj

172 igqap x;h gSA bl izdkj vfrnksfgr fodkl[k.Mksa dh la[;k esa foxr 13 o’kksZ esa

yxHkx 9 xquk dh o`f) gqbZ gSA

izns“k esa Hkwty lalk/kuksa dh ladVhdh.kZ fLFkfr cnyrs ifjn`“; ,oa Hkkoh

izkFkfedrkvksa dks n`f’Vxr j[krs gq, bl izkd`frd lalk/ku ds lexz izca/ku dks egRo fn;k

tkuk vko“;d gks x;k gSA HkwxHkZ ty fjpktZ gsrq o’kkZ ty lap;u ds lkFk Hkwty nksgu

dks Hkh fu;af=r fd;k tkuk vko“;d gS] lkFk gh lkFk Hkwty laj{k.k gsrq tu&tkx:drk

Hkh vfr vko“;d gks x;k gSA

fodkl [k.M tliqjk& ,d ifjp;

fodkl [k.M tliqjk tuin&ck¡nk ds vUrxZr 8 fodkl [k.Mksa esa ls ,d gSA

bldk HkkSxksfyd {ks=Qy 656-73 oxZ fdeh gSA tuin esa flapkbZ dk eq[; lk/ku futh

uydwi gSA foxr o’kksZ esa Hkwty dh ekWx c<+us ,oa vkSlr o’kkZ ?kVus ls Hkwty Lrj dh

fLFkr esa fxjkoV ifjyf{kr gqbZ gSA 31 ekpZ 2013 vkadM¨a dks vk/kkj eku dj izns”k esa

Hkwty dh fLFkfr dk tks vkadyu fd;k x;k gS] mlds vuqlkj tuin&ck¡nk dk ;g

fodkl [k.M&tliqjk lqjf{kr Js.kh esa oxhZd`r fd;k x;k gSA o’kZ 2013 dh Hkwty

miyC/krk fjiksVZ ds vuqlkj okf’kZd Hkwty miyC/krk yxHkx 4466-78 gs0eh0 gS rFkk

okf’kZd Hkwty fudklh yxHkx 3142-95 gs0eh0 gS ftlls Hkwty fodkl nj 70-36 izfr”kr

gSA

2

gkbMªksft;ksykWth

fodkl [k.M tliqjk esa ,Y;wfo;e {ks= esa ty L=ksr fofHkUu xzsM ds ckyw

(Sand) xzSoy (Gravel) ,oa buds ,MfeDlpj ls cus gS tks fd txg&txg ij Dys

csM }kjk foHkkftr gksrs gSaA tuin esa vudulkfyMsVsM ,Y;wfo;y tksu esa Hkwty nks

Lrjksa esa feyrk gSA

1- Åijh lrg esa Hkwty lS.M ¼ckyw½ rFkk flYV] dadM+ ds ySf.VfdYl esa okVj Vscy

fLFkfr esa feyrk gSA bu ijrks dh ikjxE;rk de gksus ds dkj.k bu {ks=ksa esa mFkys

dwiksa ,oa uydwiksa dk fMLpktZ cgqr gh de gSA

2- nwljs irZ esa HkwxHkZ ty dUQkbUM ls lseh&dUQkbUM fLFkfr esa ik;k tkrk gSA nksuksa

ty /kkjd ijrsa Dys ,oa lSUMh Dys }kjk foHkkftr gksrs gSA

3- gkMZ jkWd esa Hkwty dk ik;k tkuk ,oa izokg vf/kdrj Fractures dh yEckbZ]

lkbt] Openness & Continuity o buds vkil esa tqM+ko ij fuHkZj djrk gSA

gkMZ jkWd esa Hkwty Joints, Fissures vkSj Fractures esa cgrk gSA

4- tuin ds gkMZ jkWd {ks= esa nks] rhu ,oa blls T;knk Hkwty okys Fractures 100

eh0 rd dh xgjkbZ esa feyrs gSaA blls T;knk xgjkbZ esa ik;s tkus okys Fractures

de developed gksrs gSA vkSLkru 2 ls 6 vPNs fracture zone 34 ls 160 eh0

xgjkbZ esa ik;s tkrs gSaA budk lHkh txg ik;k tkuk fuf”pr ugh gSA bu gkMZ

jkWd {ks=ksa esa cksjosy dh yield/ discharge 230 ls 970 yh0 izfrfeuV gSA

5- ,Y;wfo;y areas esa Granular zones 40 ls 70 eh0 xgjkbZ esa ik;s tkrs gSA bu

zones dh eksVkbZ laterally ?kVrh c<+rh gSA tuin esa bu {ks=ksa esa V~;wcosy dk

yxHkx yield 160 ls 2000 yh0 @fe0 gSA

3

HkwxHkZ ty Lrj %

fodkl [k.M ds fofHkUu {ks=ksa esa Hkwty Lrj mFkyk(Shallow) gS] tks 9-00 eh0 ls

vf/kdre 27-75 eh0 dh jsUt esa ekik x;k gSA

HkwtyLrj ¼ ehVj esa Hkwlrg ls uhps½

vof/k U;wure vf/kdre

izhekulwu] 2015 9-00 eh0 27-70 eh0

iksLVekulwu] 2015 9-15 eh0 27-75 eh0

HkwtyLrj jsat¼eh0½ ,oa 2005 ls 2015 ds e/; vkSLkr fxjkoV ¼ls0 eh0@o’kZ½

dzz0

la0 fodkl[k.M

Hkwty Lrj

jsat ¼ eh0 esa½

Hkwty Lrj esa vkSlr

fxjkoV

¼ls0eh0 izfr o’kZ½ ft;ksykWftdy QkesZ”ku

izh ekulwu iksLV ekulwu

1 tliqjk 9.00-27.75 3.73 1.28 tyks<+ feêh

o’kZ 2011 ,oa 2013 esa HkwxHkZ ty miyC/krk dh rqyukRed fLFkfr

&fodkl [k.M tliqjk&

S.

No. Block

Groundwater

Assesment

Area (ha)

Net Groundwater

Recharge (ham)

Existing Gross

groundwater

Draft for all

Uses (in ham)

Net ground

water

availability for

future use

(ham)

Stage of

ground water

development

(%)

As on 31-3-2011

1 tliqjk 31796 4389.36 3085.58 1221.29 70.30

As on 31-3-2013

1 tliqjk 31796 4466.78 3142.95 1241.34 70.36

o’kkZ dh fLFkfr

Hkkjrh; ekSle foHkkx ds vkadM+ksa ds vuqlkj tuin ckank esa vkSlRk lkekU; okf’kZd

o’kkZ 1014-84 fe0eh0 ¼foxr 30 o’kksZ dk vkSlr½ ntZ dh x;h gSA bl tuin esa Hkwty

laxzg.k@miyC/krk esa o’kkZ ty dk fo”ks’k egRo gSA bl o’kkZ ty esa _.kkRed fopyu

¼o’kkZ ty esa deh½ gksus ls Hkwty fjpktZ lh/ks izHkkfor gksrk gSA

bl tuin esa tgk¡ foxr o"kksZa esa o"kkZ ty esa /kukRed fopyu ns[kk x;k gS] ogh 6

o’kkZsa esa _.kkRed fopyu fjdkMZ fd;k x;k gSA tc _.kkRed fopyu ;kuh deficient

rainfall vis{kkÑr vf/kd gks] rks meteorological drought ¼lw[kk½ dh fLFkfr mRiUu

gks tkrh gSA

4

Decadal Change in Rainfall ¼ o’kkZ esa n”kdh; ifjorZu½

Decade Frequency of Deficent Rainfall Years

(Negative Deviation)

Frequency of Excess Rainfall Years

(Positive Deviation)

1971 – 1980 4 6

1981 – 1990 5 5

1991 – 2000 7 3

tuin esa lw[ks dh fLFkfr % o’kZ 2004 ls 2011 rd

tuin ck¡nk esa o’kZ 2004 ls 2011 rd o’kkZ lkekU; vkSlr o’kkZ dh rqyuk esa cgqr de

gqbZ gSA

o’kZ fopyu

2004 -17%

2005 12%

2006 -31%

2007 -41%

2008 4%

2009+ -33%

2010 -34%

2011 -1%

mDr rkfydk ls Li’V gS fd lanfHkZr o’kksZ esa fujUrj 6 o’kZ rd tuin ck¡nk esa

lw[ks dk ladV jgkA blls Hkwty fjpktZ izHkkfor gksus Hkwty Lrj esa tgka fxjkoV

ifjyf{kr gqbZ] ogha Hkwty miyC/krk esa Hkh deh jghA o’kZ 2011 ds Ik”pkr Hkh o’kZ 2012

,oa 2014] 2015 esa lkekU; vkSlr o’kkZ ds lkis{k tuin ck¡nk esa vis{kkd`r dkQh de o’kkZ

fjdkMZ dh x;h gSA

o’kZ Okkf’kZd

o’kkZ ¼fe0eh0½

2012 784-90

2013 1289-00

2014 639-20

2015 677-20

2016 1230-50

lkekU; o’kkZ 1014-84

mDr ls Li’V gS fd foxr 10 o’kksZ esa dkQh de o’kkZ tuin esa fjdkMZ dh x;h gS] ftldk

lh/kk izHkko o’kkZ ls gksus okys Hkwty fjpktZ ij iM+uk LokHkkfod gSA ;g eq[; dkj.k gS fd tuin

ck¡nk esa foxr 2 n”kdksa esa de ckfj”k gksus ls HkwxHkZ ty dh miyC/krk izHkkfor gqbZ gSA

784.9

1289

639.2 677.2

1230.51014.84

0

500

1000

1500

2012 2013 2014 2015 2016 lkekU; o’kkZ

Okkf’kZd o’kkZ ¼fe0eh0½

5

Effective ¼izHkkodkjh½ ,oa Ineffective ¼vizHkkodkjh@vuqi;qDr½ zone ¼{ks=½%&

fjeksV lsflax vk/kkfjr v/;;u @ eSfiax dh enn ls fodkl [k.M tliqjk esa

fpfUgr 4 izeq[k okVj”ksM ¼pUnzkoy&dsu unh] dsu unh] rqjh ukyk] ;equk unh okVj'ksM½

{ks=ksa dk lhekadu fd;k x;k gS] ftudk fooj.k fuEuor~ gS %&

Sl.

No. NAME OF WATER SHED

QUANTUM OF

RAINWATER

AVAILABLE IN

WATERSHED

(HAM)

FAVOURABLE

AREA FOR GW

RECHARGE in

sq.km.

AREA

FAVOURABLE

FOR SURFACE

WATER

Conservation in

sq.km.

AREA

UNSUITABLE

FOR

RECHARGE

ACTIVITY in

sq.km.

1 CHANDRAWAL - KEN

RIVER WATERSHED 9909.90 86.07 13.03 0.00

2 KEN RIVER WATERSHED 2603.79 7.22 18.77 0.05

3 TURI NALA WATERSHED 11383.07 79.78 23.78 10.28

4

YAMUNA RIVER

BASIN(PART)

WATERSHED

12936.95 67.48 61.02 0.88

Total 36833.70 240.55 116.59 11.20

mijksDr rkfydk ls fuEu rF; Li’V gS %&

1- fodkl [k.M tliqjk dk vf/kdka”k HkwHkkx ;equk unh okVj”ksM ls f?kjk gqvk gSA

2- bl fodkl[k.M dk yxHkx 97 izfr”kr {ks=Qy HkwxHkZ ty fjpktZ dh x.kuk@

vkadyu ds n`f’Vxr Effective zone ¼izHkkodkjh {ks=½ dh ifjf/k esa lhekafdr

fd;k x;k gSA

3- fjpktZ x.kuk dh n`f’V ls dsoy 3 izfr”kr gh Ineffective zone

¼vizHkkodkjh@vuqi;qDr½ esa vkrk gSA

fodkl [k.M v/;;u {ks=

¼oxZ fd0 eh0½

HkwxHkZ ty fodkl gsrq

mi;qDr {ks= ¼oxZ fd0

eh0½

,sls {ks= tgka Hkwty fodkl dh

laHkkouk vR;f/kd de vFkok

ux.; gS ¼oxZ fd0 eh0½

tliqjk 368.34 368.34 -

6

dk;Z ;kstuk%&

“kklu }kjk ;g vis{kk dh x;h gS fd fodkl [k.M&tliqjk dks lqjf{kr Js.kh esa

cuk,s j[kus gsrq o’kkZ ty lap;u ,oa Hkwty fjpktZ dh ,d dk;Z ;kstuk cukbZ tk;s rFkk

Hkwty ds leqfpr ln~ mi;ksx gsrq tu tkx#drk }kjk Hkwty dh cokZnh ij Hkh jksd

yxkbZ tk;sA bl dk;Z ;kstuk esa o’kkZ ty lap;u ,oa Hkwty fjpktZ gsrq tks dk;Z

lfEefyr fd;s x;s gS] muesa rkykcksa dk [email protected]}kj] psdMSe dk fuekZ.k] esM+cUnh]

o`{kkjksi.k vkfn izeq[k gSA izns“k ds ladVkxzLr fodkl[k.Mksa ,oa “kgjh {ks= esa LFkkuh;

fLFkfr] gkbMªksft;ksykWth bR;kfn dks n`f’Vxr j[krs gq, Hkwty fjpkftZax gsrq fofHkUu

dk;ZØe ;Fkk rkykcksa dk [email protected])kj] :QVki jsu okVj gkosZfLVax] esMcUnh] psdMse

dk fuekZ.k] o`{kkjksi.k bR;kfn dk fØ;kUo;u fofHkUu dk;Znk;h laLFkkvksa@foHkkxksa }kjk

fd;k tkuk izLrkfor gS] ftlesa loZizFke lEcfU/kr dk;Znk;h laLFkkvksa }kjk orZeku rd

fufeZr izHkkoh Hkwty fjpkftZax lajpukvksa dk fooj.k izkIr djrs gq, ladVkxzLr

fodkl[k.Mksa dks lqjf{kr Js.kh esa ykus gsrq foLr`r dk;Z;kstuk cukbZ tkuh gksxhA

bl izdkj fodkl [k.M tliqjk esa o’kZ 2017&18 ls 2021&22 rd fofHkUu Hkwty

lap;u@fjpktZ lajpukvksa }kjk Hkwty fodklnj 85 izfr”kr rd ykus gsrq yxHkx

1025-30 gs0eh0 vfrfjDr Hkwty fjpktZ dh vko”;drk gksxhA ijUrq mDr ;kstukvksa ds

lQy fØ;kUo;u ds mijkUr dqy 1103-10 gs0eh0 vfrfjDr Hkwty miyC/k gksxk] ftlls

fodkl [k.M tliqjk dk Hkwty fodklnj 52-52 izfr”kr rd gksus dh laHkkouk gSA

fodkl [k.M tliqjk dks lqjf{kr Js.kh esa cuk,s j[kus ds fy; 05 o’kksZ 2017&18 ls

2021&22 dh dk;Z ;kstuk rS;kj dh x;h gS ftlls mDr fjpktZ izkIr fd;k tkuk gSA

HkwxHkZ ty foHkkx

[k.M&fp=dwV/kke ¼ckank½A

dz0

la0

fodkl [k.M

dk uke

{ks=Qy ¼gs0½ {ks=Qy ¼gs0½ Okkf’kZd usV Hkwty

miyC/krk

Okkf’kZd Hkwty

nksgu

Hkwty

fodkl nj

dh fLFkfr

31-03-2022 d¨

85 izfr'kr

Hkwty fodkl

nj gsrq

vko';d Hkwty

fjPkktZ

31-03-2022 d¨

85 izfr'kr Hkwty

fodkl nj gsrq

vko';d

vfrfjDr Hkwty

fjPkktZ

¼fjpktZ gsrqq½ ¼dqy½ ¼gs0eh0½ ¼gs0eh0½ ¼Ikzfr”kr esa½ ¼gs0eh0½ ¼gs0eh0½

1 2 3 4 5 6 7 8 9

1 tliqjk 31796 35926 4466.78 3142.95 70.36 lqjf{kr 3441.48 1025.30

1 tliqjk 31796 35926 4389.36 3085.58 70.30lseh

fØfVdy3630.09 759.27

1 tliqjk 31796 35926 4995.41 2799.94 56.05 lqjf{kr 3294.05 1701.36

3371.23

3656.58

2925.26

tutkx#drk] fMªi&LÁsadyj ,oa Qly Øe esa cnyko ds dkj.k HkwxHkZ ty ds nksgu esa 20 izfr'kr rd dh deh ds ckn

31-03-2022 d¨ lEÒkfor Hkwty nksgu ¼gs0eh0½¾

tuin ck¡nk ds fodkl [k.M tliqjk esa 31-03-2013 ds vkadM+ksa ds vk/kkj ij Hkwty miyC/krk fuEuor~ gS%&

fodkl

[k.M dh

Js.kh



31-03-2009] 31-03-2011 ,oa 31-03-2013 ds vkadM+ksa ds vk/kkj ij 31-03-2017 d¨ lEÒkfor Hkwty nksgu ¼gs0eh0½¾

mDr vkadM+ksa ds vk/kkj ij 5 o"kZ ckn 31-03-2022 d¨ lEÒkfor Hkwty nksgu ¼gs0eh0½¾

7

Hkwty fodkl

dh fLFkfr

¼lseh0@o"kZa½ egRoiw.kZ

fxjkoV

¼gkW@ukaa½

¼lseh0@o"kZa½ egRoiw.kZ

fxjkoV

¼gka@ukaa½

1 2 3 4 5 6 7 8

1 fodkl [k.M& tliqjk 70.36 3.73 uka 1.28 uka lqjf{kr

1 fodkl [k.M& tliqjk 70.30 3.73 uka 21.38 gka lseh fØfVdy

1 fodkl [k.M& tliqjk 56.05 15.86 uka 73.40 uka lqjf{kr

31-03-2013 ds vkadM+ksa ds vk/kkj ij Hkwty Lrj Vªs.M %&



ty Lrj Vªs.M ty Lrj Vªs.M

tuin& ck¡nk ds fodkl [k.M tliqjk esa Hkwty Lrj Vªs.M fuEuor~ gS%&

izh&ekulwu iksLV&ekulwufodkl [k.M dk ukeØ0

la0

fodkl [k.M dh

Js.kh

¼Ikzfr”kr esa½

8

lEHkkfor fjpktZ laHkkfor ;wfuV fjpktZ

¼ gs0 eh0½ ¼gs0eh0 izfr o"kZ½ la[;k {ks=Qy ¼gs0½

1 2 4 5 6 7

1 rkykcksa dk [email protected]}kj 8.10 0.25 81 32.40

2 esaM+cUnh 975.00 0.15 - 6500.00

3 o`{kkjksi.k 73.50 0.15 - 490.00

4 iDds psd Mse dk fuekZ.k 42.00 1.00 42 84.00

5 daVwj cUM@Vsaªp dk fuekZ.k 4.50 0.10 45 -

6 isjhQsfj;y cUM 8.75 0.25 35 -

;ksx%&&& 1103.10 168.00 7106.40

1025.30

1103.10

52.52

lqjf{kr fodkl [k.M & tliqjk] tuin ck¡nk esa o"kkZ ty lap;u@Hkwty fjpktZ dh dk;Z ;kstuk

¼ dk;Z ;kstuk vof/k 5 o"kZ %& 2017&18 ls 2021&22 ½

mijksDr dk;Z;kstuk ds fdz;kUo;u ds mijkUr miyC/k vfrfjDr lEHkkfor Hkwty fjpktZ ¼gs0eh0½ ¾

orZeku ifjfLFkfr;ksa ds ifj.kkeLo#i ikap o"kksZ ds mijkUr Hkwty fodkl dh nj ¼izfr'kr esa½ ¾

Øz0

la0dk;Z dk uke

HkkSfrd y{;

65 izfr'kr ls de Hkwty fodkl gsrq vko';d vfrfjDr Hkwty fjpktZ ¼gs0eh0½ ¾

9

10

fØf=e ÒwTky fjpktZ ,oa lrgh ty lap;u ,oa laj{k.k gsrq izLrkfor

lajpuk,sa ,oa LFky

Øeka

d

fodkl[k.M

dk uke

okVj”ksM dk uke xzke izLrkfor Hkwty

fjpktZ@lrgh ty

lap;u lajpuk,a

1- 2- 3- 4- 5-

1 JASPURA

YAMUNA RIVER BASIN(PART)

WATERSHED Galauli POND BANDHI

2 JASPURA


WATERSHED Gadola POND BANDHI

3 JASPURA


WATERSHED Narauli POND BANDHI

4 JASPURA


WATERSHED Shekhupur POND BANDHI

5 JASPURA


WATERSHED Kana Khera POND BANDHI

6 JASPURA

CHANDRAWAI - KEN RIVER

WATERSHED Sikahula CONTOUR BUND

7 JASPURA


WATERSHED Gauri Kalan CONTOUR BUND

8 JASPURA


WATERSHED Narjita CONTOUR BUND

9 JASPURA TURI NALA WATERSHED Rampur CONTOUR BUND

10 JASPURA


WATERSHED Ichhawar CONTOUR BUND

11 JASPURA TURI NALA WATERSHED Mawai Ghat CONTOUR BUND

12 JASPURA


WATERSHED Narauli CONTOUR BUND

13 JASPURA


WATERSHED Baragaon CONTOUR BUND

14 JASPURA


WATERSHED Bahundari CONTOUR BUND

15 JASPURA


WATERSHED Padohara CHECK DAM

16 JASPURA


WATERSHED Bahundari CHECK DAM

17 JASPURA


WATERSHED Bahundari CHECK DAM

18 JASPURA TURI NALA WATERSHED Lasada CHECK DAM

19 JASPURA


WATERSHED Bahundari

PERCOLATION

POND

20 JASPURA


WATERSHED Nada Deo CHECK DAM

21 JASPURA


WATERSHED Gauri Kalan

PERCOLATION

POND

22 JASPURA TURI NALA WATERSHED

Sindhan

Kalan CHECK DAM

23 JASPURA


WATERSHED Gauri Kalan

PERCOLATION

POND

24 JASPURA


WATERSHED Gauri Kalan CHECK DAM

25 JASPURA TURI NALA WATERSHED Paderi CHECK DAM

11

Øeka

d

fodkl[k.M

dk uke

okVj”ksM dk uke xzke izLrkfor Hkwty

fjpktZ@lrgh ty

lap;u lajpuk,a

1- 2- 3- 4- 5-

26 JASPURA



27 JASPURA



28 JASPURA


WATERSHED Gadariya CHECK DAM

29 JASPURA TURI NALA WATERSHED Paderi CHECK DAM

30 JASPURA


WATERSHED Pachkauri CHECK DAM

31 JASPURA



32 JASPURA



33 JASPURA


WATERSHED Narjita CHECK DAM

34 JASPURA TURI NALA WATERSHED Jaspura

PERCOLATION

POND

35 JASPURA


WATERSHED Sikahula CHECK DAM

36 JASPURA TURI NALA WATERSHED Jaspura CHECK DAM

37 JASPURA


WATERSHED Piparodar CHECK DAM

38 JASPURA TURI NALA WATERSHED Jaspura

PERCOLATION

POND

39 JASPURA TURI NALA WATERSHED Rampur CHECK DAM

40 JASPURA TURI NALA WATERSHED Jhanjhari

PERCOLATION

POND

41 JASPURA TURI NALA WATERSHED Mawai Ghat CHECK DAM

42 JASPURA


WATERSHED Chandwara CHECK DAM

43 JASPURA


WATERSHED Gadola CHECK DAM

Note:- The above list of ground water recharge structures is only Illustrative list not Extractive and

need to be examined in field and may be changed according to local hydrogeological conditions.

*******

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