4) Inglis’sformula : developed for western India. Ali Nawab Jang Bahadur formula: ( 0.993Q= CA - 1/14 log A) Where, Q= Discharge in Cumec A=area of catchment insq .km Some of the leading empirical formulae for estimating the storm water (or rain water) flow or runoff are given below: Inglis formula was derived by using the data of catchment areas or drainage areas of Maharashtra where it is commonly used. 10 124 A A Q P Contd… Originally developed for the catchments in Western Ghats in Maharashtra At present this is used all over in Maharashtra with a modification in the numerator (the value of 124) Inglis formula: • Q= 124 A = 124 A ½ √A + 10.4 Where Q= discharge in cumec A= area of catchment in Sq.. Km. It is not as sophisticated as the SCS TR-55 method, but is the most common method used for sizing sewer systems. P-Annual rainfall in mm. Khosla’srelationship for runoff estimation is given by Rm = Pm –Lm Lm = 0.48 Tm ( Tm > 4.5OC ) Rm = monthly runoff in cm Pm = monthly rainfall in cm Lm = monthly losses in cm Tm = … R= 0.85 P - 30.5 Where in, R= Runoff (in mm) P= Precipitation (in mm) 2) Khosla’s Formula: b) Inglis formula for areas of Maharashtra For ghat region, For plain region, R = 0.88 P – 304.8 R = (P-177.8) x P / 2540 R = P - 4.811 T Run-off over the catchment = rainfall x coefficient 10. Runoff or streamflow comprises the gravity movement of water in Inglish formula is derived by using the data of rivers of Mahashtra, where it is commonly used. Following formulae are used to calculate the rainfall-runoff relationship. Inglis and Disooza (1929) [6] developed regional formula between annual runoff (R) in cm and annual rainfall (P) in cm for different regions of India, given as: 1. For Ghat regions of western India, R = 0.85 P – 30.5 2. INGLIS AND DE SOUZA'S, LACEY'S, PARKER'S BRITISH AND USA, AND TAPI BASIN Formula use for corelationship. empirical runoff estimation method including Dredge & Burge, Bourges, Inglis, Faning, Hyderabad, Burkli Ziegler, Cramar and Possenti were calculated in Bakhtegan watershed which is located in Fars province. best estimates, followed by the Khosla`s formula, the rational method was the last. Inglis formula (1930) Where Q p = maximum flood discharge (m 3 /s) A = catchment area (km 2) 4. After studying empirical methods for annual flood flow rate estimation and comparing the From rainfall records 2. the western slopes of western Ghats receiving heavy rain from the south west monsoon winds). 5) Khosla’sformula: developed for time period of the month. To Calculate Runoff for Morbe Dam Project, The INGLIS Method is used. T-mean temperature in ˚C. Qe= 0.7356 P- 12 Where, Qe= Estimated runoff in cms P= Rainfall in inch The results obtained from the above empirical formula are shown in Appendix: 3, In which it is shown that there is a huge difference between estimated and observed runoff, So INGLIS Rational Equation: Q=ciA The Rational equation requires the following units: The Rational equation is the simplest method to determine peak discharge from drainage basin runoff. 1) Sir Inglis Formula: Ghats fed Catchment (i.e. Empirical formulae a) Khosla’s formula R-Annual run-off in mm.

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