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l rodi•• .I1el .llydro I, a",pAy•. (1977), 28 4, 507·614 556 · 535 (282 ' 253)0 Estimation of water balance of lower Sutlej catchment upto Bhakra dam site by Thornthwaite's method K. K. SIUVASTAVA, S. D. S. ABBI a lU l ll. H. LOE Jl eleorologirol Offiee , N etc l k/M (Reeeived J.J December 1975) AIlSTRACT • Water balance by Thnrnthwaitc's method of lo,n T Sut lej catchment between Rampur and Bhak re da m 6ite ha l! been dlecnseed. Maps showing the monthly water deficit, water surplus, eoil moisture utilisa- tio n an d Mil moisture recharge for the years loo.t-68 have been An estimation of the annual runoff in ri ver S.,IIej on the besle of the wat er bele nce paremcte re for the same period h&8 been attempted and presented in the papt"r. t. The concept of Book keeping procedure using meteorulogicnl parameters fur the ostimntion of climatic water balance developed by Thor n- rhwnite (194R). The climatic wat er budget dove- lope.! wns modified by Thornth wnitc ami Matl ier ( 1955) to make it more useful over a wide range of soil and vegeta tion conditions. For this, field capacity of the soil was.increased from IO em to 30 em and th er at e of soil mositure decrease was found to follow. an expon entia l decay law. Suba Rao and Subrahm anyam (1961) in their paper 00 estimation of yields from river basins by II modi- fic ation of water balance procedure of Thorn- thwaite have estimated monthly and yearly run - ofT from .1In 1&,,"adi, Kosi and Ashni rivers, Hac c1 al. (1970), have computed climati c wat er balance for about 350 stntions in India on the hnsiscf meth odology developed by Thorn th- waite and his associates, The above procedure has therefore been utilized broadly in the present 8tudy to fiud the moistur e stat us of the Sutl ej basin. The study of the water balance provides of potential evapo transpiration, wat er deficit a nd wat er surplus and esti matio n of ru noff in 8 basin. A knowledge of the moisture deficit facili- tat es the understanding of the economic fea8j- bility of irrigat ion, and t hat of the water surplus provide, informat ion on the recharge of gr ou nd wat er or runoff in streams or rivers. Similarly, the magnitude of eva pot ra n8p ira t ion gives the limit of ficld irr igat ion for o pt imum crop producti on. All these p arameters thu s provide useful inf er - metion for assessing irrigation requirements and in judging the hydrologicaland ngcieu lt u m l pot en- tinl of the hasin. 2. M'lb01lology III comput ing the water bnlnnce, th e precipi- tation (l') is compared with potential cvapotran- sp ira t ion (I'll ) on a mon thly basis. (1'- I'E) can be zero, positive or ncgativo. The positive value of (1'- 1' E ) indicates th e amount of excess wat er wh ich is available during certain periods in the year for soil moist ure recharge and run off. It is only when precipitat ion adds to the soil moi sture IIptOits maximum value of water holding capacity th at th e resultant wat er turns into run off. Fu rther, the value of act ua l evs potr ansp iration (..I E) is equal to pot ent ial evapotrunspi j-ation (1'8) when (1'- 1' g) is positive, as evapotrans- pirat ion can proceed unhindered because of the adequacy of available moi sture. When (1'- 1'E) is zero, the potential loss of moi sture du e to eva.. potranspiration is fu lly supplied by the preci- pit ati on. But thi s is the hypothetieal situation which may not always be realised in actual prae- tice. Lastly the negativevalue of (1'- I'E) ind i- cates the amount by which the precipitation falls short of the supply to the potential water needs of the vegetat ion covered area. The valu e of actual evapot ranspiration is t hen equal to precipitn tion p Itts th e amount of wat er drawn from the soil moisture storage. TIle amount of soil moisture thus utilized is th e change in storage. The accumu- lated value of ( 1'-1'8 ) gives an estimate of the moi stur e stored in the soil at th e end of the nega- live (1'- 1'&) peri od. . ti07
Transcript
Page 1: Estimation ofwater balance oflower Sutlej catchment upto ...metnet.imd.gov.in/mausamdocs/528411.pdf · AIlSTRACT • Water balance by Thnrnthwaitc's method of lo,nT Sutlej catchment

l rodi•• .I1el.llydroI, a",pAy•. (1977), 28 4, 507·614

556 ·535 (282 ' 253)0

Estimation of water balance of lower Sutlej catchment uptoBhakra dam site by Thornthwaite's method

K. K. SIUVASTAVA, S. D. S. ABBI alUl ll . H. LOE

Jleleorologirol Offiee , N etc l k/M

(Reeeived J.J December 1975)

AIlSTRACT • Water balance by Thnrnt hwaitc 's meth od of lo,n T Sut lej catchment between Rampur andBhak re da m 6ite ha l! been dlecnseed. Map s showing t he monthly water deficit , water surplus, eoil moistu re utilisa ­tio n an d Mil moisture recharge for the year s l oo.t-68 have been prcp8~. An estimation of t he ann ual run off inri ver S.,IIej on the besle of the water bele nce paremcte re for the same period h&8 been attempted and present ed in t hepapt"r.

t. ~Dtr01lu.lIoD

The concep t of Book keeping procedur e usingme teorulogicnl p arameters fur the ost imntion ofclimat ic wat er balance w.n ~ developed by Thor n­rhwnite (194R). The climat ic wat er budget dove­lope.! wns modified by Thorn th wnitc ami Matl ier( 1955) to make it more useful over a wide rangeof soil and vegetation condit ions. For this, fieldcapacit y of the soil was. increased from IO em to30 em and the rate of soil mositure decrease wasfound to follow. an exponential decay law. SubaRao and Subrahmanyam (1961) in th eir paper 0 0

estimation of yields from river basins by II modi­fication of water balance procedure of Thorn­thwaite have estimated monthly and yearly run ­ofT from .1In1&,,"adi , Kosi and A sh ni r ivers,Hac c1 al. (1970), have computed climaticwat er balance for about 350 stn tio ns in India onthe hnsiscf meth odology developed by Thornth­waite and his associates, The above procedure hastherefore been utilized broad ly in the present8tudy to fiud th e moisture status of th e Sutlejbasin.

The study of the water balance provides valu~8

of potent ia l evapotranspiration, wat er deficita nd wat er surplus and estimation of ru noff in 8

basin. A knowledge of th e moisture deficit facili­tates the understand ing of the economic fea8j­bility of irrigation, and that of the wat er surp lusprovide, informat ion on the recharge of groundwat er or ru noff in streams or r ivers. Similarly,the magnitude of evapotran8pira t ion gives thelimit of ficld irr igat ion for opt imum crop production.All these parameters thus provide useful infer­meti on for assessing irrigat ion requirements and

in judging the hydrological and ngcieu lt um l poten­tin l of the hasin.

2. M'lb01lology

III computing the wat er bnlnnce, th e precip i­tation (l') is compa red with potential cvapotran­sp ira t ion (I'll ) on a monthly basis. (1'- I'E) canbe zero, posit ive or ncgat ivo. The positive valueof (1'- 1'E) ind icates the amount of excess waterwhich is available during certa in periods in theyear for soil moisture recharge and runoff. It isonly when precip itat ion adds to th e soil moistureIIptOits maximum value of water holding capaci tythat the resul tant wat er t urns into runoff.Furth er , the va lue of actua l evspotransp iration(..IE) is equa l to potential evapotrunspij-at ion(1'8) when (1'- 1'g ) is posit ive, as evapotra ns­piration can proceed unhindered because of theadequacy of available moisture. When (1'- 1'E)is zero, the potent ial loss of moisture due to eva..potranspirat ion is fu lly supplied by the preci­pitation. But this is the hyp othetieal situat ionwhich may not always be rea lised in actua l prae­t ice. Lastly the negat ive value of (1'- I'E) ind i­cates the amoun t by which the precipitat ion fallsshort of the supply to the potent ial water needsof the vegetation covered area. The valu e of actua levapotransp ira t ion is t hen equal to p recipitntionpItts the amount of water d rawn from th e soilmoisture storage. TIle amount of soil moisturethus ut ilized is the change in storage. The accumu­lated value of (1'-1'8) gives an estimate of t hemoisture stored in the soil at th e end of the nega-l ive (1'- 1'&) peri od. .

ti07

Page 2: Estimation ofwater balance oflower Sutlej catchment upto ...metnet.imd.gov.in/mausamdocs/528411.pdf · AIlSTRACT • Water balance by Thnrnthwaitc's method of lo,nT Sutlej catchment
Page 3: Estimation ofwater balance oflower Sutlej catchment upto ...metnet.imd.gov.in/mausamdocs/528411.pdf · AIlSTRACT • Water balance by Thnrnthwaitc's method of lo,nT Sutlej catchment
Page 4: Estimation ofwater balance oflower Sutlej catchment upto ...metnet.imd.gov.in/mausamdocs/528411.pdf · AIlSTRACT • Water balance by Thnrnthwaitc's method of lo,nT Sutlej catchment
Page 5: Estimation ofwater balance oflower Sutlej catchment upto ...metnet.imd.gov.in/mausamdocs/528411.pdf · AIlSTRACT • Water balance by Thnrnthwaitc's method of lo,nT Sutlej catchment
Page 6: Estimation ofwater balance oflower Sutlej catchment upto ...metnet.imd.gov.in/mausamdocs/528411.pdf · AIlSTRACT • Water balance by Thnrnthwaitc's method of lo,nT Sutlej catchment
Page 7: Estimation ofwater balance oflower Sutlej catchment upto ...metnet.imd.gov.in/mausamdocs/528411.pdf · AIlSTRACT • Water balance by Thnrnthwaitc's method of lo,nT Sutlej catchment
Page 8: Estimation ofwater balance oflower Sutlej catchment upto ...metnet.imd.gov.in/mausamdocs/528411.pdf · AIlSTRACT • Water balance by Thnrnthwaitc's method of lo,nT Sutlej catchment

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