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contributor authorV. Novák
contributor authorJ. Šimåunek
contributor authorM. Th. van Genuchten
date accessioned2017-05-08T20:49:01Z
date available2017-05-08T20:49:01Z
date copyrightJanuary 2000
date issued2000
identifier other%28asce%290733-9437%282000%29126%3A1%2841%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/27950
description abstractThis paper presents the physical basis of the FRACTURE submodel for simulating infiltration of precipitation/irrigation water into relatively dry, cracked, fine-textured soils. The FRACTURE submodel forms part of the HYDRUS-ET variably saturated flow/transport model. Infiltration into the soil matrix is formally divided into two components: (1) Vertical infiltration through the soil surface; and (2) lateral infiltration via soil cracks. The first component is described and solved using the 1D Richards' equation. Excess water that does not infiltrate through the soil surface is either considered to be runoff, if no soil cracks are present, or routed into soil cracks from where it may laterally infiltrate into the soil matrix. Horizontal infiltration from soil cracks into the soil matrix is calculated using the Green-Ampt approach and incorporated as a positive source/sink term
publisherAmerican Society of Civil Engineers
titleInfiltration of Water into Soil with Cracks
typeJournal Paper
journal volume126
journal issue1
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)0733-9437(2000)126:1(41)
treeJournal of Irrigation and Drainage Engineering:;2000:;Volume ( 126 ):;issue: 001
contenttypeFulltext


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