Erodibility of urban bedrock and alluvial channels, North Texas

被引:8
作者
Allen, PM
Arnold, JG
Skipwith, W
机构
[1] Baylor Univ, Dept Geol, Waco, TX 76798 USA
[2] USDA ARS, Temple, TX 76502 USA
[3] Halff Associates Inc, Hydrol & Hydraul, Dallas, TX 75225 USA
来源
JOURNAL OF THE AMERICAN WATER RESOURCES ASSOCIATION | 2002年 / 38卷 / 05期
关键词
erosion rates; erodibility methods; hydraulic geometry; channel erosion zones; urban bedrock and alluvial channels;
D O I
10.1111/j.1752-1688.2002.tb04360.x
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Major erosion of urban stream channels is found in smaller basins in the North Texas study area with contributing drainage areas of less than ten square miles. Within these basins, four basic channel types are identified based on bed and bank lithologies: alluvial banks and bottoms, alluvial banks and gravel bottoms, alluvial banks with rock bottoms, and rock banks with rock bottoms. Most channels (75 percent) have alluvial banks with gravel or rock bottoms. Channel slopes are steep (.38 to .76 percent). Rock consists predominantly of shale and limestone. Channel cross sections are divided into the following four zones based on weathering, scour and entrainment mechanisms: soil zone, slake zone, rock zone and bed material zone. Erodibility of the channels is determined using multiple techniques including reach hydraulics and stream power computations, submerged jet testing, slab entrainment thresholds, and slake durability rates. Procedures are based on both empirical and modeled time series estimates of channel erosion. Field and modeled results support rates of erosion of up to four inches per year. Rates are tied to flow regime, climate, and type of channel bed and banks.
引用
收藏
页码:1477 / 1492
页数:16
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