Abstract
Five catchment areas around Mosul city have been selected ( Khoser , West of Talkief , north of Qayara , Rabeea , and Badosh ) , there were no gauging station for the surface runoff measurements. Unit hydrograph of ( 3 hr ) duration by using three models , Nash , Clark , and Saint-venant are used to draw the hydrograph. The results obtained showed that the Nash and Clark models gave closed results while the ratio between the peak discharge of Saint-venant to peak discharge of Clark and Nash are ( 2.5-27.4 ) , ( 1.14-36.23 ) respectively for different catchment. Key words : IUH ( instantaneous unit hydrograph ) , Nash and Clark models , Ungauged catchment.
Highlights
وكذلك لحمایة ارواح السكان والممتلكات التي تتع الجوابي القریبة من مدینة الموصل في العام 2002الى الحاق الكثیر من الاضرار لذا اصبح من الضروري اجراء تخمین
The results obtained showed that the Nash and Clark models gave closed results while the ratio between the peak discharge of Saint-venant to peak discharge of Clark and Nash are ( 2.5-27.4 ), ( 1.14-36.23 ) respectively for different catchment
SAEED , Asimplified Analytical solution of Saint-Venant equations for overland flow
Summary
وكذلك لحمایة ارواح السكان والممتلكات التي تتع الجوابي القریبة من مدینة الموصل في العام 2002الى الحاق الكثیر من الاضرار لذا اصبح من الضروري اجراء تخمین. Overland flow hydrograph in ungauged Catchment around Mosul city .1اشتقاق معادلة عمق الجریان السطحي عند حالة التوازن : = h1 t عمق الجریان السطحي في نھایة المجرى المائي = .d
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