PONDED INFILTRATION FROM A SINGLE RING .1. ANALYSIS OF STEADY FLOW

被引:284
作者
REYNOLDS, WD [1 ]
ELRICK, DE [1 ]
机构
[1] UNIV GUELPH,DEPT LAND RESOURCE SCI,GUELPH N1G 2W1,ONTARIO,CANADA
关键词
D O I
10.2136/sssaj1990.03615995005400050006x
中图分类号
S15 [土壤学];
学科分类号
0903 ; 090301 ;
摘要
A new analysis takes soil hydraulic properties, ring radius, depth of ring insertion, and depth of ponding into account. It also provides a means for determining the field-saturated hydraulic conducticity (Kfs) and the matric flux potential (φm). The analysis employs numerically determined shape factors (G) that are found to depend significantly on ring radius (a) and depth of ring insertion (d), but only slightly on depth of ponding (H) and soil hydraulic properties. Average G values (Ge) can be developed for specific d and a that apply to a wide range of ponded heads and soil types. Procedures for calculating Kfs and φm are based on G or Ge, and on the ponding of one, two, or multiple H levels in the ring. Test calculations based on Ge suggest that Kfs can be obtained with an accuracy of about ± 20% for H = 0.05 to 0.25 m and α = 1 to 36 m-1, where α is the soil parameter of the exponential hydraulic conductivity-pressure head relationship. -from Authors
引用
收藏
页码:1233 / 1241
页数:9
相关论文
共 21 条
[1]  
Bouwer H, 1986, AGRON MONOGR, V9, P825
[2]   CONSTANT RATE RAINFALL INFILTRATION - A VERSATILE NONLINEAR MODEL .1. ANALYTIC SOLUTION [J].
BROADBRIDGE, P ;
WHITE, I .
WATER RESOURCES RESEARCH, 1988, 24 (01) :145-154
[3]   INSITU HYDRAULIC CONDUCTIVITY TESTS FOR COMPACTED CLAY [J].
DANIEL, DE .
JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE, 1989, 115 (09) :1205-1226
[4]  
Denmead, 1988, FLOW TRANSPORT NATUR, P59, DOI [10.1007/978-3-642-73845-6_5, DOI 10.1007/978-3-642-73845-6_5]
[5]  
ELRICK DE, 1988, VALIDATION FLOW TRAN, P88
[6]  
GARDNER W. R., 1958, SOIL SCI, V85, P228, DOI 10.1097/00010694-195804000-00006
[7]   COMPARISON OF NUMERICAL-SIMULATION MODELS FOR ONE-DIMENSIONAL INFILTRATION [J].
HAVERKAMP, R ;
VAUCLIN, M ;
TOUMA, J ;
WIERENGA, PJ ;
VACHAUD, G .
SOIL SCIENCE SOCIETY OF AMERICA JOURNAL, 1977, 41 (02) :285-294
[8]   DESIGNS FOR DISC PERMEAMETERS [J].
PERROUX, KM ;
WHITE, I .
SOIL SCIENCE SOCIETY OF AMERICA JOURNAL, 1988, 52 (05) :1205-1215
[9]  
Philip J. R., 1969, ADV HYDROSCIENCE, V5, DOI [10.1016/B978-1-4831-9936-8.50010-6, DOI 10.1016/B978-1-4831-9936-8.50010-6]
[10]   APPROXIMATE ANALYSIS OF THE BOREHOLE PERMEAMETER IN UNSATURATED SOIL [J].
PHILIP, JR .
WATER RESOURCES RESEARCH, 1985, 21 (07) :1025-1033