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SCS method reliability analysis in estimating runoff discharges and volumes in arid regions / Mohamed Ahmed Abdelfatah Elsayed Wahdan ; Supervised Abdallah Sadik Bazaraa , Ayman Georges Awadallah

By: Contributor(s): Material type: TextTextLanguage: English Publication details: Cairo : Mohamed Ahmed Abdelfatah Elsayed Wahdan , 2016Description: 84 P. : maps , charts , plans ; 30cmOther title:
  • فى حساب حجم الجريان السطحى و أقصى تدفق فى المناطق الجافة (SCS) تحليل اعتمادية استخدام طريقة ال [Added title page title]
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Dissertation note: Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering Summary: Reliability analysis was applied to evaluate the uncertainty of SCS method in estimation of peak discharge and runoff volume at various return periods if the SCS input parameters (CN and Tlag) were considered as random variables in arid regions. The study main conclusions are: 1) The SCS method should be used with caution when the rainfall coefficient of variation is smaller than 0.5. 2) Design of water structures should consider the peak discharge and runoff volume in arid regions. 3) Application of SCS method in arid regions is more reliable when the return period is small
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Item type Current library Home library Call number Copy number Status Date due Barcode
Thesis Thesis قاعة الرسائل الجامعية - الدور الاول المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2016.Mo.S (Browse shelf(Opens below)) Not for loan 01010110069530000
CD - Rom CD - Rom مخـــزن الرســائل الجـــامعية - البدروم المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.M.Sc.2016.Mo.S (Browse shelf(Opens below)) 69530.CD Not for loan 01020110069530000

Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering

Reliability analysis was applied to evaluate the uncertainty of SCS method in estimation of peak discharge and runoff volume at various return periods if the SCS input parameters (CN and Tlag) were considered as random variables in arid regions. The study main conclusions are: 1) The SCS method should be used with caution when the rainfall coefficient of variation is smaller than 0.5. 2) Design of water structures should consider the peak discharge and runoff volume in arid regions. 3) Application of SCS method in arid regions is more reliable when the return period is small

Issued also as CD

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