Zobrazeno 1 - 10
of 34
pro vyhledávání: '"Nadim M. Aziz"'
Publikováno v:
Journal of Hydraulic Engineering. 134:1507-1512
The purpose of this study is to evaluate the adequacy of the 100-year discharge along with the Froehlich bridge abutment scour equation adopted by the U.S. Federal Highway Administration (FHwA) in predicting abutment scour for bridge design purposes
Publikováno v:
Journal of Irrigation and Drainage Engineering. 134:197-201
A new set of dimensionless rainfall hyetographs has been developed for the state of South Carolina. The new hyetographs show trends similar to those developed recently in other states and in general have milder intensities and lower peak rainfall tha
Publikováno v:
Journal of Hydraulic Engineering. 134:98-104
A physical model study is conducted to investigate the flow field upstream of orifices. In particular, new experimental data for the upstream flow pattern resulting from multiple orifices, an orifice near a free surface, and a large orifice (where th
Publikováno v:
American Journal of Environmental Sciences. 3:78-84
The depth-duration-frequency curves and isopluvial maps for the region encompassing South Carolina, North Carolina, and Georgia were developed using the available rainfall data. The aim was to update the existing intensity-duration-frequency curves i
Publikováno v:
Journal of Hydrologic Engineering. 12:130-133
This note presents methodologies for developing dimensionless design rainfall patterns for the state of South Carolina based on the real rainfall events as an alternative to the presently used Soil Conservation Service (SCS) curves that are based on
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 2025:118-126
The U.S. Geological Survey, in cooperation with FHWA, compared predicted abutment scour depths, computed with selected predictive equations, with field observations collected at 144 bridges in South Carolina and at eight bridges from the National Bri
Autor:
Nadim M. Aziz, Paul R. Schroeder
Publikováno v:
Practice Periodical of Hazardous, Toxic, and Radioactive Waste Management. 8:142-147
Contaminated dredged material is often placed in confined disposal facilities (CDFs) designed and operated to control environmental impacts of the disposed sediment. A CDF is a diked enclosure having structures that retain dredged material solids. Wh
Publikováno v:
Environmental Modeling and Assessment. 6:151-158
This paper describes the U.S. Army Corps of Engineers screening-level water quality model (RECOVERY version 3.0) for assessing long-term impacts of contaminated bottom sediments on surface waters. The model couples contaminant interaction between the
Autor:
Nadim M. Aziz, Paul R. Schroeder
Publikováno v:
Journal of Environmental Engineering. 125:835-844
This paper describes the hydrologic evaluation of leachate production and quality model, a screening-level tool to simulate contaminant leaching from a confined disposal facility (CDF) for dredged material. The model combines hydraulics, hydrology, a
Publikováno v:
Rapid Prototyping Journal. 4:151-167
An adaptive slicing algorithm that can vary the layer thickness in relation to local geometry is presented. The algorithm is based on three fundamental concepts: choice of criterion for accommodating complexities of surfaces, recognition of key chara