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contributor authorC. Kirk Ziegler
contributor authorBradley Nisbet
date accessioned2017-05-08T20:42:03Z
date available2017-05-08T20:42:03Z
date copyrightMay 1994
date issued1994
identifier other%28asce%290733-9429%281994%29120%3A5%28561%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/23971
description abstractA model has been developed to simulate the suspended transport of fine‐grained sediment, both cohesive and noncohesive, in the Pawtuxet River, Rhode Island. The model utilizes the results of extensive laboratory and field studies to specify the parameters governing deposition and resuspension processes. The SEDZL modeling framework, which accurately and realistically simulates cohesive resuspension and deposition, including the effects of flocculation, has been modified to include the simulation of noncohesive suspended transport. Several field studies were conducted during the spring of 1992 to collect bathymetric, stage‐height, suspended‐solids, and sediment‐bed data. The hydrodynamic and sediment transport models were calibrated and validated during a 33‐day period, which included two high‐flow events, each of which approximately correspond to the annual flood. The successful calibration exercise indicates that the model can be confidently used as a predictive tool.
publisherAmerican Society of Civil Engineers
titleFine‐Grained Sediment Transport in Pawtuxet River, Rhode Island
typeJournal Paper
journal volume120
journal issue5
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1994)120:5(561)
treeJournal of Hydraulic Engineering:;1994:;Volume ( 120 ):;issue: 005
contenttypeFulltext


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