• Tidak ada hasil yang ditemukan

Subsurface Flow and Erosion Induce Streambank Failure.

N/A
N/A
Protected

Academic year: 2024

Membagikan "Subsurface Flow and Erosion Induce Streambank Failure."

Copied!
1
0
0

Teks penuh

(1)

Subsurface Flow and Erosion Induce Streambank Failure.

(A05-wilson937700-poster)

Authors:

G.V. Wilson* - USDA-ARS National Sedimentation Laboratory S.M. Dabney - USDA-ARS National Sedimentation Laboratory F.D. Shields - USDA-ARS National Sedimentation Laboratory

Abstract:

Field observations have shown that up to 85% of the sediment leaving a watershed may be from streambank failure. Subsurface flow contributes significantly to streamflow generation but its

contribution to streambank failure is not well known. Flow through unconsolidated, permeable layers results in erosion of the material at the face of streambank leaving the bank undercut and susceptible to failure. The objective of this study was to quantify the soil physical properties and hydrologic conditions associated with subsurface flow and erosion that results in streambank failure. Subsurface flow and erosion was quantified using lateral flow collection pans placed against exposed faces of the Little Topashaw Creek streambank. Numerous streambank locations were identified in which a highly permeable, unconsolidated sand layer occurred above a water-restricting clay horizon. Pans were permanently installed at one location at five depths in duplicate for a total of 10 pans. Water collected by the 100 cm long pans was routed to sealed containers where the volume of flow was recorded and sediment sampled. Alternatively, subsurface flows were measured at several seep locations following selected events by temporarily installing 50 cm long flow-collection pans. The physical properties of soil profiles that exhibited subsurface flow-induced erosion were characterized. These data will be used to model the subsurface flow-surface flow interaction.

Speaker Information: Glenn Wilson, USDA-ARS National Sedimentation Laboratory, USDA-ARS NSL 598 McElroy Dr, Oxford, MS 38655; Phone: 662-232-2927; E-mail: [email protected]

Session Information: Tuesday, November 4, 2003, 4:00 PM-6:00 PM Presentation Start: 4:00 PM (Poster Board Number: 205)

Keywords: Subsurface flow; bank failure; erosion; sediment

Referensi

Dokumen terkait

mechanism of the door handle, failure analysis is required to determine causes so that. changes can be made to minimize the

the customers, the quality method of Failure Modes and Effects Analysis (FMEA) is. apply to identify potential failure modes, determine their effect on the operation

A source represents the stock from which a flow originating outside the boundary of the model arises, Sinks represent the stocks into which flows leaving the model boundary

Israel could rally around these traditions and did in fact survive with the help of the Deuteronomistic explanation of Israel’s failure.12 Whereas Bultmann declares Israel’s history

This is because the sequence of test cases affects the number of test 1 If failure intensity t is less than or equal to cumulative average failure intensity in current iteration,

STUDY ON BANK EROSION AND ITS IMPACT ON THE LIVELIHOOD OF THE LOCAL PEOPLE: A CASE STUDY ALONG THE NABAGANGA RIVER By Farzana Afreen In partial fulfillment of the requirement

The role of pipe erosion and slopewash in sediment redistribution in small rainforest catchments, Sabah, Malaysia Abstract The role of pipe erosion and slopewash in the

Simulation of Erosion Rate in a Reducer for Liquid Solid Flow System using Computational Fluid Dynamics CFD ABSTRACT This research aims to simulate the influences of flow