Delineating source areas for runoff in depressional landscapes: Implications for hydrologic modeling

被引:12
作者
Richards, PL [1 ]
Brenner, AJ [1 ]
机构
[1] Univ Michigan, Sch Nat Resources & Environm, Ann Arbor, MI 48109 USA
关键词
runoff; stream connectivity; digital elevation models; southeastern Michigan; variable source areas; urbanization;
D O I
10.1016/S0380-1330(04)70325-1
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
A digital terrain analysis of the Huron River watershed, using a new spatial analytic procedure, suggests that many areas do not contribute surface runoff directly to the Huron River. These areas are depressions and internally drained valleys of glacial origin. Understanding gained from this analysis should significantly improve the design of lumped-parameter hydrologic models of undulatory glacial terrains. The analysis also shows that man-made drainage features can greatly increase runoff by connecting parts of the watershed that were previously topographically isolated. Consequently, the current use of contemporary subbasin divides is an inaccurate means of calculating surface runoff in southeast Michigan, because of the incorporation of areas that are not directly contributing runoff to the main river system. For example, 63.1% of the Huron River watershed is unconnected. An example is presented for Mallets Creek, showing how the new procedure can automate definitions of overland flow planes and catchments in a hydrological model. This model is then used to evaluate the sensitivity of runoff to the introduction of storm sewers that change the potential contributing source area. Results suggest that anthropogenic drainage features have doubled the effective size of Mallets Creek watershed.
引用
收藏
页码:9 / 21
页数:13
相关论文
共 36 条
[1]   EFFECTIVE IMPERVIOUS AREA IN URBAN RUNOFF MODELING [J].
ALLEY, WM ;
VEENHUIS, JE .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1983, 109 (02) :313-319
[2]   TOWARD MORE DETAILED FIELD MONITORING OF VARIABLE SOURCE AREAS [J].
ANDERSON, MG ;
BURT, TP .
WATER RESOURCES RESEARCH, 1978, 14 (06) :1123-1131
[3]  
[Anonymous], 1974, MICHIGAN ACAD
[4]   TOPOGRAPHIC PARTITION OF WATERSHEDS WITH DIGITAL ELEVATION MODELS [J].
BAND, LE .
WATER RESOURCES RESEARCH, 1986, 22 (01) :15-24
[5]  
BEARD LR, 1979, J HYDR ENG DIV-ASCE, V105, P647
[6]   VARIABLE SOURCE AREAS AND STORM-FLOW GENERATION - AN UPDATE OF THE CONCEPT AND A SIMULATION EFFORT [J].
BERNIER, PY .
JOURNAL OF HYDROLOGY, 1985, 79 (3-4) :195-213
[7]   SOURCE AREAS OF STORM RUNOFF [J].
BETSON, RP ;
MARIUS, JB .
WATER RESOURCES RESEARCH, 1969, 5 (03) :574-&
[8]  
Beven K.J., 1979, HYDROL SCI B, V24, P43, DOI [DOI 10.1080/02626667909491834, 10.1080/02626667909491834]
[9]   SYSTEMATIC PROCEDURE FOR EVALUATING PARTIAL AREAS OF WATERSHED RUNOFF [J].
BOUGHTON, WC .
JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING, 1990, 116 (01) :83-98
[10]   EVALUATING PARTIAL AREAS OF WATERSHED RUNOFF [J].
BOUGHTON, WC .
JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING, 1987, 113 (03) :356-366