T188 Role of Geology in Planning and Mitigation of Natural Hazards
Wednesday, 31 October 2007
8:00 AM - 12:00 PM
STREAM BANK EROSION ASSESSMENT USING CUMULATIVE TRACTIVE FORCE AND A SUBMERGED JET TEST DEVICE IN URBANIZING CLAY STREAMS, TEXAS
Paper number: T188-13
Program: Technical Sessions
Time: 11:10 AM – 11:25 AM
Authors
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Peter M. AllenBaylor University, Waco, TX
Abstract
The range of erosion rates from the one-third bankfull and the two-thirds bankfull heights during the monitoring period were a function of subaerial bank processes and flow duration, and ranged from 12.300 mm – 192.532 mm and 11.940 mm – 283.527 mm, respectively. Mean subaerial values are five times greater than the submerged values. Submerged jet test values (ASTM-D5852) acquired from samples taken at the same locations as the erosion pins allowed determination of potential critical tractive force and potential time rate of erosion (cm/hr./Pa). This test information was compared to monitored field erosion, flow duration, cumulative tractive force, and subaerial processes. Erosion predicted with submerged jet test values and cumulative tractive force are similar to monitored submerged flow erosion but underestimate subaerial rates. New techniques were developed for monitoring cumulative tractive force for quantification of erosion in stream channels.