A simple model of karst spring flow using modified NRCS procedures

被引:16
作者
Barfield, BJ
Felton, GK
Stevens, EW
McCann, M
机构
[1] Oklahoma State Univ, Div Agr Sci & Nat Resources, Dept Biosyst & Agr Engn, Stillwater, OK 74078 USA
[2] Univ Maryland, College Pk, MD 20742 USA
[3] CBS Corp, Bloomington, IN USA
关键词
spring flow; peak discharge; karst; hydrograph; sinkholes; natural resources conservation service;
D O I
10.1016/j.jhydrol.2003.09.031
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A simple model of spring flow in a karst watershed with numerous sinkholes is presented. The watershed is divided into subwatersheds and runoff volume calculated using the NRCS curve number procedure with corrections for actual antecedent moisture conditions using the 5-day antecedent rainfall volume as a parameter. The peak discharge for each subwatershed is calculated with the TR-55 unit discharge equations with time of concentration corrected for the flow through the epikarst and routed exponentially to the spring, using a calibration coefficient. Total discharge at the spring is calculated by summing attenuated peaks from each subwatershed, using a weighting factor based on the predicted arrival time for each peak flow. The model was calibrated on long-term flow data collected at the spring. The calibrated model was then evaluated on four storms measured subsequent to the calibration. The results were acceptable for all but one storm, but indicate the need for improved runoff volume calculation methods in karst watersheds. (C) 2004 Elsevier B.V. All rights reserved.
引用
收藏
页码:34 / 48
页数:15
相关论文
共 32 条
[1]  
[Anonymous], 1986, URB HYDR SMALL WAT T
[2]  
[Anonymous], 1988, PROCESSES KARST SYST, DOI DOI 10.1007/978-3-642-83352-6
[3]   A parsimonious model for simulating flow in a karst aquifer [J].
Barrett, ME ;
Charbeneau, RJ .
JOURNAL OF HYDROLOGY, 1997, 196 (1-4) :47-65
[4]   Simulating time-varying cave flow and water levels using the Storm Water Management Model [J].
Campbell, CW ;
Sullivan, SM .
ENGINEERING GEOLOGY, 2002, 65 (2-3) :133-139
[5]   Analytical 1D dual-porosity equivalent solutions to 3D discrete single-continuum models. Application to karstic spring hydrograph modelling [J].
Cornaton, F ;
Perrochet, P .
JOURNAL OF HYDROLOGY, 2002, 262 (1-4) :165-176
[6]  
Csepregi A, 1997, KARST WATERS & ENVIRONMENTAL IMPACTS, P343
[7]   Numerical simulation as a tool for checking the interpretation of karst spring hydrographs [J].
Eisenlohr, L ;
Kiraly, L ;
Bouzelboudjen, M ;
Rossier, Y .
JOURNAL OF HYDROLOGY, 1997, 193 (1-4) :306-315
[8]   PESTICIDES IN GROUND-WATER - SOLVING THE RIGHT PROBLEM [J].
FAWCETT, RS .
GROUND WATER MONITORING AND REMEDIATION, 1989, 9 (04) :5-&
[9]  
FELTON GK, 1994, T ASAE, V37, P143, DOI 10.13031/2013.28064
[10]   PEAK FLOW-RATE AND RECESSION-CURVE CHARACTERISTICS OF A KARST SPRING IN THE INNER BLUEGRASS, CENTRAL KENTUCKY [J].
FELTON, GK ;
CURRENS, JC .
JOURNAL OF HYDROLOGY, 1994, 162 (1-2) :99-118