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Estimation of runoff

Estimation of runoff. Empirical formulae. Strange Table. ESTIMATION OF RUNOFF & YIELD OF BASIN(1). Englis for ghat R= 0.85P-30.5 for non Ghat areas R={P-17.8}*P/254 R= Run off (cms), P= Precipitation(cms). Khosla’formula R= P-T/3.74 T= Temp F , R & P in cms

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Estimation of runoff

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  1. Estimation of runoff Empirical formulae

  2. Strange Table

  3. ESTIMATION OF RUNOFF & YIELD OF BASIN(1) • Englis • for ghat R= 0.85P-30.5 • for non Ghat areas R={P-17.8}*P/254 • R= Run off (cms), P= Precipitation(cms) • Khosla’formula • R= P-T/3.74 T= Temp F , R & P in cms • Barlow & Lacey • R= k P where k is constant depending on catchment and rainfall characters.

  4. Runoff= Precipitation - Losses

  5. Rational Method Q= C* I * A Q = C I A Where: Q = peak flow (m3/hr) C = runoff coefficient (dimensionless) I = precipitation intensity (m/hr) A = effective drainage area (sq.m)

  6. Rational method Example • A 4-hour rain of average of intensity of 1cm/hr falls over the catchment. Q= CIA • The time of concentration from the lines AA,BB,CC, and DD are 1,2,3,4 hours respectively to the site O. Where the discharge measurements are made. • Take value of C=0.7. Determine the discharge at site O.

  7. Rational method

  8. SCS-CN Method (Soil Conservation services (SCS) of US) S= (25400/CN)-254

  9. End

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