1. 1 1 izLrqfr vo/ks'k dqekj usek,e- Vsd- Hkwfe,oa ty laj{k.k vkbZ vkbZ Vh [kjxiqj (1984) usek ljy ty foKku mi lapkyd d`f”k] Hkksiky

2. c 2 ge vHkh rd fdruk ty,df=r dj lds gSa lHkh laLFkkvksa }kjk l`ftr dh xbZ ty laxzg.k {kerk = 253 vjc ?ku ehVj (A statement from Water Resource Ministry,14 May, 2012) ns'k dk dqy {ks=Qy = 3,287,263 oxZ fdyksehVj Hkkjr dh vkSlr okf"kZd o"kkZ = 800 feyhehVj o"kkZ ty dh dqy ek=k = 2630 vjc ?ku ehVj cgus okys ty dh dqy ek=k = 753 vjc ?ku ehVj ;g ty laxzg.k {kerk foxr yxHkx 65 o"kksa esa l`ftr dh xbZ gS vFkkZr yxHkx 4 ls 5 vjc ?ku ehVj ty dks izfr o"kZ jksdk tk jgk gS A bl x.kuk ds vk/kkj ij dgk tk ldrk gS fd lHkh iz;klksa ds ckotwn Hkh vHkh izfro"kZ dsoy 0.5 izfr'kr ty dks gh jksdk tk jgk gS 'ks"k 99.9 izfr'kr ty vkt Hkh unh ukyksa ds ek/;e ls cg tkrk gS ikuh dk xf.kr @ usek

3. c 3 bldk rkRi;Z ;g gS fd 'kkldh; vFkok vU; laLFkkvksa ij fuHkZj jg dj ge ty dks cpkus ds iz;kl iwjs ugha dj ldrs lekt dks,d tqV dj izR;sd O;fDr dks ty laxzg.k ds fy;s izsfjr dj muls ty laxzg.k djok;k tk;s vr%,d gh jkLrk gS fd,d gh jkLrk

4. c vr%,d gh jkLrk gS fd ty ds fy;s lkekftd,drk ikuh dk xf.kr @ usek

5. c 5 ty ds fy;s HkkoukRed yxko

6. c ikuh dk xf.kr @ usek 6 ty ds fy;s HkkoukRed yxko

7. c ikuh dk xf.kr @ usek 7 tjk fopkj djsa  fdlku ds [ksr esa fxjus okyk ty okLro esa fdlku dh Lo;a dh fefYd;r gS vkSj mldk izca/ku djus dk izFke vf/kdkj fdlku dk Lo;a dk gS -  ;fn ge muds [ksrksa ds ty izca/ku dh ckr djrs gSa rks 'kk;n ge mlds vf/kdkj {ks= esa vfrdze.k djrs gSa  ysfdu tc fdlku bl dk;Z esa vleFkZ gksrk gS rHkh ty izca/ku gekjs dk;Z dk mn~ns'; curk gS vkSj lekt ds izfr gekjk nkf;Ro Hkh

8. c ikuh dk xf.kr @ usek 8 orZeku ifjfLFkfr;ka  ty izca/ku dh rduhdh gsrq dfBu vfHk;kaf=dh; lw= ,d d`"kd gh vius [ksr dk lcls cM+k 'kqHkfpard gksrk gS fdarq og bu lww=ksa ls vufHkK gksrk gS  og tyizca/ku rks djrk gS fdarq og ty dh ek=k] cgko dh nj,oa lajpukvkssa ds vkdkj ds ckjs esa cgqr de tkurk gS A  gekjk iz;kl ;g gksuk pkfg;s fd og vius Lo;a ds Kku ds vk/kkj ij vius [ksrksa dk ty izca/k dj lds

9. c ikuh dk xf.kr @ usek 9 Q = C M (3/4) VI=0.3((S*a)+b) V= (1/n)*R 2/3 S 1/2 Tc = 0.0195 L S 0.770.385 fdlku dh le> ls ckgj ge QkewZyksa ds vk/kkj ij Vsfcyksa esa ;kstuk;sa cuk ysrs gSa orZeku ifjn`'; esa fdlku,oa ty

10. c ikuh dk xf.kr @ usek 10 rks D;k ;g csgrj ugha gS fd-----  fdlkuksa dks gh bl dk;Z esa l{ke cuk;k tk;s  fDy"V QkewZyksa dks lkns,oa ljy lw=ksa esa cnyk tk;s rkfd vke fdlku mudk mi;ksx,oa egRo le> lds  fdlkuksa dks ty izca/ku ds xqj fl[kk;sa tk;sa  vfr vko';d gksus ij mUgsa ekxZn'kZu fn;k tk;s

11. c ikuh dk xf.kr @ usek 11 blh fn'kk esa,d iz;kl gS---

12. c ikuh dk xf.kr @ usek 12 usek ljy ty foKku dk mn~ns';  bldk izeq[k mn~ns'; d`"kdksa dks tyizca/ku ds rjhds,oa ty ls lacaf/kr vkadM+ksa dks izkIr djus ds fy;s ljy lw= miyC/k djkuk gS A  d`"kdksa ds Kku dks vkSj vf/kd fu[kkjuk rFkk yxHkx bl Lrj rd c<+kuk gS fd os ty izca/ku ds fo"k; esa vkSj vf/kd tkx:d gks ldsa  ty laca/kh vkadM+ksa dk vuqeku vf/kd lqxerk vkSj vf/kd LIk"V :i ls yxk lds rkfd ty izca/k gsrq os Lo foosd ls Hkh lajpukvksa dks cuk lds vkSj muesa miyC/k oSKkfud foosd dk vf/kd nksgu gks lds

13. c ikuh dk xf.kr @ usek 13 ekuk x;k  d`"kd dks lkekU; tksM]+ ?kVkuk] xq.kk],oa Hkkx djuk vkrk gS A  izLrqr fof/k dks yxHkx 200 gS {ks= ds fy;s mi;ksx fd;k tk;sxkA  izLrqr fof/k ls izkIr vkadM+ksa dk iz;ksx Hkwfe,oa ty laj{k.k ls lacaf/kr fdlh lw{e vuqla/kku dk;Z gsrq ugha fd;k tk;sxk A  {ks= esa o"kkZZ lkekU; ifjfLFk;ksa esa gksus okyh o"kkZ ds vuq:i gS A izLrqr fof/k dk mi;ksx djus gsrq ;g ekuk x;k gS fd

14. c ikuh dk xf.kr @ usek 14 fdlkuksa ds fy;s fuEu esa ls D;k le>uk ljy gS,d feyhehVj @,d bap,d vaxqy ;k

15. c ikuh dk xf.kr @ usek 15,d ehVj],d QqV,d gkFk ;k fdlkuksa ds fy;s fuEu esa ls fdls le>uk ljy gS,d dne

16. c ikuh dk xf.kr @ usek 16,d ?kuehVj,d ?ku QqV ;k,d Mªe ( 200 yhVj ) fdlkuksa ds fy;s fuEu esa ls fdls le>uk ljy gS

17. c ikuh dk xf.kr @ usek 17 ekud bdkb;ka Standard System  Length – Meter ehVj  Area – Sq. m. or Hectare gSDVj  Volume – Cubic Meter ?ku ehVj  Flow – Cubic Meter/Second (Cumec) D;wesd  Time Seconds lsdsaM Local System  Length – Feet and Pace QhV ;k ix ¼;k isl ;k dne½  Area – Sq. feet or Acre oxZ QhV ;k,dM+  Volume –Drums (200 liter) Mªe  Flow –Drums/second ( Drumec) Mªesd  Time Seconds lsdsaM

18. c ikuh dk xf.kr @ usek 18 xq.kd bl fof/k esa ftu la[;kvksa dk mi;ksx xq.kd ds :i esa fd;k x;k gS mUgsa vk/kk] ikSuk] M~;ks<+k] lok;k vkfn ds :i esa fy;k x;k gS rkfd d`"kd vklkuh ls ;kn j[k ldsa A tSls & (0.5, 0.75, 1, 1.25, 1.5)

19. c ikuh dk xf.kr @ usek 19 LFkkuh; bdkbZ % vaxqy 2 vaxqy 2 vaxqy ;kuh yxHkx,d bap

20. c ikuh dk xf.kr @ usek 20 LFkkuh; bdkbZ % gkFk,d gkFk ;kuh yxHkx 1.5 QhV ;k 45 lseh

21. c ikuh dk xf.kr @ usek 21 LFkkuh; bdkbZ % ix ;k dne,d dne,d dne ;kuh yxHkx nks frgkbZ ehVj vFkok 66 lsaVhehVj

22. c ikuh dk xf.kr @ usek 22 LFkkuh; bdkbZ %,d Mªe,d Mªe ;kuh yxHkx 200 yhVj lkekU;r% xzkeksa esa miyC/k rsy dk Mªe

23. c ikuh dk xf.kr @ usek 23 d`"kd dks D;k pkfg;s  o"kkZ dh eki dk vuqeku  dsSpesaV,fj;k dk vuqeku  vf/kdre ty izkfIr dk vuqeku  vf/kdre cgko dh ek=k vuqeku  vko';d lajpuk dk pquko  lajpuk ds vkdkj dk fu/kkZj.k

24. c ikuh dk xf.kr @ usek 24 o"kkZ dh eki [kM+s fdukjksa okyk cM+k orZu,d lk/kkj.k Ldsy vFkok fdlh lk/kkj.k ydMh ls xgjkbZ dk fu'kku yxkdj vaxqy ls Hkh uki ldrs gSa bls maps Nr vFkok fdlh [kqys LFkku ij j[kk tk ldrk gS

25. c ikuh dk xf.kr @ usek 25 o"kkZ dh eki ,d yxHkx 10 ls 15 bap ls pkSM+k,oa [kM+s fdukjksa okyk cM+k crZu dks [kqys,oa maps LFkku ij j[k ldrs gSa  ;fn ?kjksa ds vklikl vf/kd maph bekjrsa u gks rks bls ?kjksa dh Nrksa ij j[kk tk ldrk gS vkSj ;fn [ksrksa ds vkl ikl vf/kd mapkbZ ds o`{k u gksa rks bls [ksrksa dh esaM+ksa ij Hkh j[kk tk ldrk gSa A  blds fy;s dksbZ Hkh,slk LFkku gks ldrk gS tgka vklikl dh bekjrksa dh mapkbZ mldh nwjh ds vk/ks ls de gks A  o"kkZ gk stkus ds i'pkr ikuh dh xgjkbZ dks fdlh Ldsy vFkok ydM+h vkSj vaxqy dh lgk;rk ls uki ldrs gSa,d [kMk+ vaxqy vFkok nks vkM+k vaxqy cjkcj,d bap

26. c ikuh dk xf.kr @ usek 26 o"kkZ dh eki pkSM+s xgjs ik= esa] o"kkZ ysa; fxjk; A xgjkbZ dks uki dj] nhtS rqjr crk; AA o"kkZ dh ek=k

27. c ikuh dk xf.kr @ usek 27 tyxzg.k {ks= dh eki tyxzg.k {ks= dk {ks=Qy = (L1+L2)*DL/3 Drainage Point DL L1 L2

28. c ikuh dk xf.kr @ usek 28 tyxzg.k {ks= dh eki If measurements are in pace then CATCHMENT AREA = ((500+700)*1500)/3 Sq. Pace = 1200*500 =600000 Sq. Pace Or 600000/10000 = 60 Acres Drainage Point 1500 PACE 500 PACE 700 PACE If measurements are in meter Then CATCHMENT AREA = (500+700)*1500/3 Sq. m = 1200*500 =600000 Sq. m Or 600000/10000 = 60 ha

29. c ikuh dk xf.kr @ usek 29 tyxzg.k {ks= dh eki Pace x Pace = Sq. Pace 10000 Sq Pace = 1 Acre 100 Pace x 100 Pace = 1 Acre Meter into Meter = Sq. m 10000 Sq M = 1 Ha Feet x Feet = Sq. Ft 43560 Sq. Ft = 1 Acre ukys [kkst djhc esa] nwjh tksMsa vki A yackbZ ls xq.kudj] djsa rhu ls Hkkx AA

30. c ikuh dk xf.kr @ usek 30 tyxzg.k {ks= ls dqy ty dk vkdyu  ;g ml ty ds vk;ru dk vkdyu gS tks o"kZ Hkj dh o"kkZ ls,df=r gks ldrk gS  eksV rkSj ij bls dqy o"kkZ ds dqN izfr'kr ds vk/kkj ij fu/kkZfjr fd;k tkrk gS ;g izfr'kr Hkh {ks= dh HkkSfrd fLFkfr Hkwfe mi;ksx <ky vkfn ij fuHkZj gksrk gS  bl izfr'kr dks fcUuh vFkok LVªsat Vsfcy ;k rkfydk ds ek/;e ls Kkr fd;k tk ldrk gS  bls laf{kIr vFkok eksVs vuqeku ds fy;s fuEu :i esa fu/kZkfjr fd;k tk ldrk gS  blds vk/kkj ij gh lajpuk ds vk;ru dks fu/kkZfjr fd;k tkrk gS A

31. c ikuh dk xf.kr @ usek 31 tyxzg.k {ks= ls dqy ty dk vkdyu % of Runoff to rainfall 0.75 Annual Rainfall (Inches) Annual Rainfall (mm) 35 = = okf"kZd vkdyu % of Runoff to rainfall dqy okf"kZd o"kkZ bap esa dk ikSuk izfr'kr okf"kZd ty fofHkUu x.kukvksa ds vk/kkj ij cgus okys ty dk izfr'kr tkuus gsrq bl fof/k esa fuEukuqlkj lw= fodflr fd;s x;s gSa

32. c ikuh dk xf.kr @ usek 32,d eksVk okf"kZd vuqeku o"kkZty dk],d frgkbZ A cg tkrk gS] jksdks HkkbZ AA lkekU; ifjfLFkfr;ksa esa ;g dgk tk ldrk gS fd,d gSDVj {ks= ls yxHkx 3000 ?ku ehVj ikuh izfro"kZ cg tkrk gS,d,dM+ {ks= ls yxHkx 6000 Mªe ikuh izfr o"kZ cg tkrk gS lkekU;r% yxHkx 1000 feyh ehVj ;k 40 bap o"kkZ okys {ks=ksa esa

33. c ikuh dk xf.kr @ usek 33 100 Pace 6000 drums Annually 40 bap vkSlr o"kkZ dh fLFkfr esa,d,dM+ tehu ls yxHkx 6000 Mªe vFkok 42000 ?kuQhV ty cgdj tk;sxk,d eksVk okf"kZd vuqeku

34. c ikuh dk xf.kr @ usek 34 15000 Drums Annually 1 Ha of Land 1000 mm of Rainfall 40 bap vkSlr o"kkZ dh fLFkfr esa,d gsDVj tehu ls yxHkx 3000 ?kuehVj vFkok 15000 Mªe ty cgdj tk;sxk,d eksVk okf"kZd vuqeku

35. c ikuh dk xf.kr @ usek 35,d lky esa fdruk ikuh \ ftrus QqV tehu] mrus QhV ikuh A,d eksVk okf"kZd vuqeku xzkeh.k tu xkaoksa esa tehu dh eki ds le; oxZ QqV dks dsoy QqV vkSj vk;ru tSls ydM+h dh eki ds le; ?kuQqV dks dsoy QqV dgrs gSa bl vk/kkj ij ge bls,d xqj ds :i esa,slk Hkh dg ldrs gSa fd

36. c ikuh dk xf.kr @ usek 36  ;g,d ckj dh o"kkZ esa cgus okys ty dk vuqeku gS ftlls ;g irk yxrk gS fd,d ckj dh cjlkr esa,df=r gksus okys ty dks fdruh txg esa jksdk tk ldrk gS vkSj iwjs o"kkZ ds ekSle esa fdruh ckj jksdk tk ldrk gS rkfd vf/kd ls vf/kd ty dks iquHZkj.k gsrq mi;ksx fd;k tk lds A  bl vkdyu ds vk/kkj ij iquHkZj.k gsrq rS;kj dh tkus okyh lajpuk dk vkdkj r; fd;k tk ldrk gS A,d ckj dh o"kkZ esa cgus okys ty dk vuqeku

37. c ikuh dk xf.kr @ usek 37,d o"kkZ esa cgus okys ty dk eksVk vuqeku ,d gSDVj {ks= ls yxHkx 30 ?ku ehVj ikuh izfr,d lsaVh ehVj o"kkZ esa cg tkrk gS A ,d,dM+ {ks= ls yxHkx 150 Mªe ikuh izfr,d bap o"kkZ esa cg tkrk gS ,d,dM+ {ks= ls yxHkx 75 Mªe ikuh izfr,d vaxqy o"kkZ esa cg tkrk gS

38. c ikuh dk xf.kr @ usek 38 vuqeku ij vk/kkfjr rF;  bl vk/kkj ij ;g dgk tk ldrk gS fd izR;sd,d,dM+ {ks= esa de ls de 150 Mªe ikuh,df=r djus dh O;oLFkk j[kuk pkfg;s ftlls vf/kd ls vf/kd ty dk iquHkZj.k fd;k tk ldrk gS A bl ty dks Hkjus ds fy;s yxHkx 8 ix yack 8 ix pkSM+k vkSj yxHkx 3 gkFk xgjk iks[kj i;kZIr gksxk

39. c ikuh dk xf.kr @ usek 39 Rate of runoff in cumec = (Area in ha)/3 Rate of runoff in drumec = (Area in acre)/1.5 lkekU;r% vf/kdre ty cgko dh ek=k {ks= dh HkkSfrd fLFkfr vFkkZr <ky] vkdkj,oa Hkwfe mi;ksx vkfn ij fuHkZj gksrh gS fdarq d`"kdksa ds eksVs vuqeku ds fy;s bls {ks= ds xq.kd ds :i esa ljyhd`r fd;k x;k gS A dSpesaV,fj;k ds vk/kkj ij vf/kdre ty cgko dh x.kuk In standard Unit In Local Unit gj iy fdruk] ty cg tk;s A Rkhu,dM + ls] nks Mªe ik;s AA

40. c ikuh dk xf.kr @ usek 40 Cross section= (2/3)*W*D bl {ks= dh bdkbZ ogh gksxh tks bdkbZ eki ds fy;s mi;ksx dh tk;sxh cgko{ks= vFkok dzkl lsD'ku dh x.kuk W D WpWp

41. c ikuh dk xf.kr @ usek 41 Flow in cumec = W*D Where W and D are measured in m. Flow in cusec = 3*W*D Where W and D are measured in feet Flow in drumec =1.25* Wp*D Where Wp and D are measured in Pace and hand respectively (Assuming velocity of flow as 1.5 m per second) In standard Unit In Local Unit cgko {ks= ds dzkl lsD'ku ds vk/kkj ij vf/kdre ty cgko dh x.kuk

42. c ikuh dk xf.kr @ usek 42 lajpukvksa dk pquko  gkykafd lajpukvkssa ds pquko gsrq fofHkUUk rF;ksa dk vkdyu vko';d gksrk gS tSls dSpesaV,fj;k] <ky] LFky dh pkSM+kbZ xgjkbZ vkfn  fadrq bu lHkh dks lefUor :i ls vkdfyr djus ij ;g ns[kk x;k gS fd LFky dh pkSM+kbZ,oa xgjkbZ vf/kd izHkkodkjh ekinaM gksrs gS A  d`"kdksa dks vklkuh ls le>us gsrqq xgjkbZ dks ekud ekudj dqN lq>kokRed rF; fuEukuqlkj fn;s tk ldrs gS

43. c ikuh dk xf.kr @ usek 43 SUGGESTIVE STRUCTRURES ON DRAINAGE LINE/GULLY PORTION

44. c ikuh dk xf.kr @ usek 44 bd esa ?kkl gks] nks esa >kM+h] rhu esa iRFkj] pkj ls tkyh A ikap ls feV~Vh cka/k cukvks] NS% ls jpuk iDdh okyh AA lajpukvksa dk pquko xzkeh.k Hkk"kk esa bls bl izdkj Hkh ;kn j[kk tk ldrk gS

45. c ikuh dk xf.kr @ usek 45 fdlh Hkh lajpuk ds fuekZ.k ds fy;s eq[;r% mlds nks Hkkxksa dks :ikafdr djus dh vko';drk gksrh gS,d=hdj.k O;oLFkk ( Collection system) blesa lajpuk dh yackbZ pkSM+kbZ vkSj xgjkbZ r; dh tkrh gS ftlesa ty,d= gksrk gS lqjf{kr fudkl O;oLFkk % ( Safe disposal system) blesa lajpuk dh,d=hdj.k {kerk ls vf/kd ty dks lqjf{kr fudkl gsrq ftl vkdkj dh vko';drk gksrh gS mldk :ikadu fd;k tkrk gS A vFkkZr fudkl }kj dh yackbZ vkSj mldh xgjkbZ dk fu/kkZj.k lajpuk dk :ikadu

46. c ikuh dk xf.kr @ usek 46 lajpuk ds vk;ru dk vkdyu D L W V = 0.75 x W x D x L Where W = Max. Width of water impounding in m, ft or pace. D = Max. Depth of water at harvesting point in m, ft or hands. L = Max. Length for which water is stored. m, ft or pace. V = Volume of Water in cum. cuft. or in drums respectively. ¼[ksrksa vkfn esa cuk;s x;s iks[kjksa dk vk;ru ½

47. c ikuh dk xf.kr @ usek 47 D L W V=0.5 x W x D x L Where W = Max. Width of water impounding in m, ft or pace. D = Max. Depth of water at harvesting point in m, ft or hands. L = Max. Length for which water is stored. m, ft or pace. V = Volume of Water in cum. cuft. or in drums respectively. lajpuk ds vk;ru dk vkdyu ¼ukyksa,oa ufn;ksa esa cuk;s x;s iks[kjksa dk vk;ru ½

48. c ikuh dk xf.kr @ usek 48 A THUMB RULE yack] pkSM+k] xgjk ftruk] vkil esa lc djsa xq.ku A [ksru ikSuk] ufn;u vk/kk] gksosxk cjlkr Hkj.k AA Meter x Meter x Meter = Cu. Meter Feet x Feet x Feet = Cu. Feet Pace x Pace X Hand = Drum dne x dne X gkFk = Drum

49. c ikuh dk xf.kr @ usek 49 lajpuk dh fudkl O;oLFkk dk fu/kkZj.k  fudkl O;oLFkk ds fu/kkZj.k ls rkRi;Z gS osLV fo;j dh pkSM+kbZ,oa xgjkbZ dk fu/kkZj.k  bl gsrq igys mfpr,oa lqjf{kr fudkl gsrq vko’;d lsD’ku dh x.kuk dh tkrh gS fQj miyC/k yackbZ ;k xgjkbZ ds vk/kkj ij nwljh eki ¼vFkkZr xgjkbZ ;k yackbZ dh ½ x.kuk dh tkrh gS A

50. c ikuh dk xf.kr @ usek 50 ftrus,dM+] mrus QhV A rHkh ikvksxs] ty ls thr AA,dM+ ihNs] vk/ks gkFk A rHkh ikvksxs] ty dks lk/k AA a=A/4 Where a= Cross Section required for flow in sq.m A= Catchment area in ha. a=A Where a= Cross Section required for flow in sq. feet A= Catchment area in acre. In Local language it can be remembered by farmers as In standard Unit In Local Unit dSpesaV,fj;k ds vk/kkj ij Lakjpuk dh fudkl O;oLFkk

51. c ikuh dk xf.kr @ usek 51 a = 0.75 Q a =1.5 Q Where a = Cross Section required for flow in sq.m Q = Peak rate of runoff, in cumec Where a= Cross Section required for flow in sq.ft Q = Peak rate of runoff in drumec In standard Unit In Local Unit vf/kdre cgko nj ds vk/kkj ij Lakjpuk dh fudkl O;oLFkk

52. c ikuh dk xf.kr @ usek 52 vfHk;kaf=dh; lw=ksa,oa usek lw=ksa ds rqyukRed ifj.kke usek lw= bath lw=

53. c ikuh dk xf.kr @ usek 53 ,d,dM+ {ks= ds cgqr eksVs vuqeku ds fy;s 100 dne x 100 dne pysa  fdlh pkSdksj {ks= dks ukius ds fy;s yackbZ,oa pkSM+kbZ dks dneksa esa ukidj xq.kk djsaa,oa 10000 dk Hkkx nsa vkidk eki,dM+ esa feysxk  ;fn yackbZ vkSj pkSM+kbZ dneksa esa gks vkSj xgjkbZ gkFkksa esas ukih tk;s rks bldk vk;ru vFkkZr rhukssa dk xwq.kuQy Mªe esa gksxk A  eksVs rkSj ij,dM+ {ks= esa izfro"kZ yxHkx 20000 Mªe ty fxjrk gS ftlesa ls yxHkx 6000 Mªe ty csdkj cg tkrk gS A dqN vkdfyr rF;

54. c ikuh dk xf.kr @ usek 54 ,d Mªe izfr lsdsaM ds ty cgko dks lqjf{kr fudkyus ds fy;s yxHkx Ms<+ oxZ QhV dk fudkl {ks=Qy vko';d gksrk gS vFkkZr Ms<+ QhV pkSM+k vkSj,d QhV xgjk ,d,dM+ {ks= ds ty ds mfpr fudkl gsrq yxHkx,d oxZ QhV dk fudkl {ks=Qy vko';d gksrk gS vFkkZr,d QhV pkSM+k vkSj,d QhV xgjk dqN vkdfyr rF;

55. c ikuh dk xf.kr @ usek 55  izR;sd,dM+ {ks= esa,d ckj dh o"kZk ¼yxHkx 4 vaxqy½ ls yxHkx 150 Mªe ty cg tkrk gS A  bl ty dks Hkjus ds fy;s yxHkx 8 ix yack 8 ix pkSM+k vkSj yxHkx 3 gkFk xgjk iks[kj i;kZIr gksrk gS A izR;sd,dM+ esa yxHkx bl vkdkj dk iks[kj vo'; cukuk pkfg;s ,d,dM+ esa,d bap flapkbZ djus ds fy;s yxHkx 500 Mªe ty dh vko';drk gksrh gS A dqN vkdfyr rF;

56. c ikuh dk xf.kr @ usek 56 dqN vkdfyr rF; ukys [kkst djhc esa] nwjh tksMsa vki A yackbZ ls xq.kudj] djsa rhu ls Hkkx AA 100 Pace x 100 Pace = 1Acre pkSM+s xgjs ik= esa] o"kkZ ysa; fxjk; A xgjkbZ dks uki dj] nhtS rqjr crk; AA o"kkZ dh ek=k tyxzg.k {ks=

57. c ikuh dk xf.kr @ usek 57 dqN vkdfyr rF;,d lky esa fdruk ikuh \ ftrus QqV tehu] mrus QhV ikuh A gj iy fdruk] ty cg tk;s A Rkhu,dM + ls] nks Mªe tk;s AA,d lky esa dqy ty dh ek=k ty cgko dh vf/kdre nj

58. c ikuh dk xf.kr @ usek 58 dqN vkdfyr rF; bd esa ?kkl gks] nks esa >kMh] rhu esa iRFkj] pkj ls tkyh A ikap ls ] feV~Vh cka/k cukvks] NS% ls jpuk] iDdh okyh AA lajpukvksa dk pquko

59. c ikuh dk xf.kr @ usek 59 dqN vkdfyr rF; yack] pkSM+k] xgjk ftruk] vkil esa lc djsa xq.ku A [ksru ikSuk] ufn;u vk/kk] gksosxk cjlkr Hkj.k AA Pace x Pace X Hand = Drum ftrus,dM+] mrus QhV A rHkh ikvksxs] ty ls thr AA lajpuk dh Hkjko {kerk lqjf{kr fudkl gsrq fudkl }kj dk vkdkj

60. c 60