Physics-based continuous simulation of long-term near-surface hydrologic response for the Coos Bay experimental catchment

被引:87
作者
Ebel, Brian A. [1 ]
Loague, Keith [1 ]
Montgomery, David R. [2 ]
Dietrich, William E. [3 ]
机构
[1] Stanford Univ, Dept Geol & Environm Sci, Stanford, CA 94305 USA
[2] Univ Washington, Dept Earth & Space Sci, Seattle, WA 98195 USA
[3] Univ Calif Berkeley, Dept Earth & Planetary Sci, Berkeley, CA 94720 USA
关键词
D O I
10.1029/2007WR006442
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
[1] The study reported here employed the physics-based Integrated Hydrology Model (InHM) to conduct continuous hydrologic-response simulation from 1990 through 1996 for the Coos Bay experimental catchment. The uniqueness of the boundary-value problem used to simulate three sprinkling experiments was assessed, via model performance evaluation against observed piezometric and discharge data, for 33 events extracted from the continuous record. The InHM simulations could not adequately reproduce the distributed observed pore water pressures, suggesting that detailed characterization of the locations and connectivities of bedrock fractures is critical for future efforts designed to simulate distributed hydrologic response at the field scale for locations where bedrock fracture flow is important. The simulations presented here suggest the potential for interaction between the deeper water table and near-surface hydrologic response. The results reported herein suggest that while uniqueness can be reasonably achieved with respect to the integrated response (i.e., discharge), the integrated response uniqueness is no guarantee that the distributed response (i.e., pressure head) is either unique or well simulated.
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页数:23
相关论文
共 83 条
[21]  
Freeze A.R., 1979, GROUNDWATER
[22]  
Freeze R.A., 1969, JournalofHydrology, V9, P237, DOI [10.1016/0022-1694(69)90020-1, 10.1016/0022-1694(69)90020-1., DOI 10.1016/0022-1694(69)90020-1]
[24]   ROLE OF SUBSURFACE FLOW IN GENERATING SURFACE RUNOFF .2. UPSTREAM SOURCE AREAS [J].
FREEZE, RA .
WATER RESOURCES RESEARCH, 1972, 8 (05) :1272-&
[25]   IDENTIFICATION OF THE PERMEABILITY DISTRIBUTION IN SOIL BY HYDRAULIC TOMOGRAPHY [J].
GOTTLIEB, J ;
DIETRICH, P .
INVERSE PROBLEMS, 1995, 11 (02) :353-360
[26]   PHYSICALLY BASED HYDROLOGIC MODELING .2. IS THE CONCEPT REALISTIC [J].
GRAYSON, RB ;
MOORE, ID ;
MCMAHON, TA .
WATER RESOURCES RESEARCH, 1992, 28 (10) :2659-2666
[27]  
Hargreaves G. H., 1985, Applied Engineering in Agriculture, V1, P96
[28]   History and evaluation of Hargreaves evapotranspiration equation [J].
Hargreaves, GH ;
Allen, RG .
JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING, 2003, 129 (01) :53-63
[29]   IRRIGATION WATER REQUIREMENTS FOR SENEGAL RIVER BASIN [J].
HARGREAVES, GL ;
HARGREAVES, GH ;
RILEY, JP .
JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING, 1985, 111 (03) :265-275
[30]   Long-term InHM simulations of hydrologic response and sediment transport for the R-5 catchment [J].
Heppner, Christopher S. ;
Loague, Keith ;
VanderKwaak, Joel E. .
EARTH SURFACE PROCESSES AND LANDFORMS, 2007, 32 (09) :1273-1292