Improving the urban stream restoration effort: Identifying critical form and processes relationships

被引:65
作者
Niezgoda, SL
Johnson, PA
机构
[1] Univ Wyoming, Dept Civil & Architectural Engn, Laramie, WY 82071 USA
[2] Penn State Univ, Dept Civil & Environm Engn, University Pk, PA 16802 USA
关键词
stream restoration; natural channel design; urbanization; channel morphology; channel processes; stream classification;
D O I
10.1007/s00267-004-0088-8
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Stream restoration projects are often based on morphological form or stream type and, as a result, there needs to be a clear tie established between form and function of the stream. An examination of the literature identifies numerous relationships in naturally forming streams that link morphologic form and stream processes. Urban stream restoration designs often work around infrastructure and incorporate bank stabilization and grade control structures. Because of these imposed constraints and highly altered hydrologic and sediment discharge regimens, the design of urban channel projects is rather unclear. In this paper, we examine the state of the art in relationships between form and processes, the strengths and weaknesses of these existing relationships, and the current lack of understanding in applying these relationships in the urban environment. In particular, we identify relationships that are critical to urban stream restoration projects and provide recommendations for future research into how this information can be used to improve urban stream restoration design. It is also suggested that improving the success of urban restoration projects requires further investigation into incorporating process-based methodologies, which can potentially reduce ambiguity in the design and the necessity of using an abundant amount of in-stream structures.
引用
收藏
页码:579 / 592
页数:14
相关论文
共 114 条
[11]  
Chang H.H., 1992, Fluvial Processes in River Engineering
[12]   RIVER MORPHOLOGY AND THRESHOLDS [J].
CHANG, HH .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1985, 111 (03) :503-519
[13]  
Colby B.R., 1964, 462D US GEOL SURV
[14]   Numerical simulation of widening and bed deformation of straight sand-bed rivers .1. Model development [J].
Darby, SE ;
Thorne, CR .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1996, 122 (04) :184-193
[15]  
Davis W.M., 1899, GEOGR J, V14, P481, DOI [10.2307/1774538, DOI 10.2307/1774538]
[16]   SEDIMENT SUPPLY AND THE DEVELOPMENT OF THE COARSE SURFACE-LAYER IN GRAVEL-BEDDED RIVERS [J].
DIETRICH, WE ;
KIRCHNER, JW ;
IKEDA, H ;
ISEYA, F .
NATURE, 1989, 340 (6230) :215-217
[17]   Hydraulic geometry relationships for urban streams throughout the piedmont of North Carolina [J].
Doll, BA ;
Wise-Frederick, DE ;
Buckner, CM ;
Wilkerson, SD ;
Harman, WA ;
Smith, RE ;
Spooner, J .
JOURNAL OF THE AMERICAN WATER RESOURCES ASSOCIATION, 2002, 38 (03) :641-651
[18]   CHARACTERIZATION OF RIVER CHANNEL ADJUSTMENTS IN THE THAMES BASIN, SOUTH-EAST ENGLAND [J].
DOWNS, PW .
REGULATED RIVERS-RESEARCH & MANAGEMENT, 1994, 9 (03) :151-175
[19]  
Dunne T., 1978, WATER ENV PLANNING
[20]  
FERGUSON BK, 1991, J SOIL WATER CONSERV, V46, P324