| contributor author | Jeffry J. Stone | |
| contributor author | Richard H. Hawkins | |
| contributor author | Edward D. Shirley | |
| date accessioned | 2017-05-08T20:47:55Z | |
| date available | 2017-05-08T20:47:55Z | |
| date copyright | January 1994 | |
| date issued | 1994 | |
| identifier other | %28asce%290733-9437%281994%29120%3A1%28128%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/27516 | |
| description abstract | We develop an approximation of the Green‐Ampt infiltration equation by using the first two terms of a Taylor‐series expansion of the equation. The resulting approximate equation is in the form of the Philip's equation, with an added term to account for the error in the approximation. The Taylor‐series approximation is compared with Li et al.'s 1976 quadratic approximation for the case of constant rainfall with variable time to ponding. The maximum error for the new approximation is about 3.5%; and the maximum error for the quadratic approximation is about 8%. For a range of values of the ratio of infiltrated depth to capillary potential of 0.1 to 150 the approximation of the Taylor series fits the Green‐Ampt infiltrated depth more closely than the quadratic approximation. It is shown that the approximation of the Taylor series gives less error than the quadratic approximation for coarser textured soils. | |
| publisher | American Society of Civil Engineers | |
| title | Approximate Form of Green‐Ampt Infiltration Equation | |
| type | Journal Paper | |
| journal volume | 120 | |
| journal issue | 1 | |
| journal title | Journal of Irrigation and Drainage Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9437(1994)120:1(128) | |
| tree | Journal of Irrigation and Drainage Engineering:;1994:;Volume ( 120 ):;issue: 001 | |
| contenttype | Fulltext | |