Browse Illinois Water Resources Center - Hydrology and Hydraulics by Contributor "University of Illinois at Urbana-Champaign"

  • Buetikofer,Larry B.; Meredith, Dale D. (University of Illinois at Urbana-Champaign. Water Resources Center, 1972-09)
    This bibliography contains 233 literature references on Great Lakes hydrology. The references are listed alphabetically by author for the following topics: precipitation; evaporation; runoff; lake levels and flows; hydrologic ...

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  • Farvolden, Robert N. (University of Illinois at Urbana-Champaign. Water Resources Center, 1971-08)
    Base-flow recession curves of nineteen Illinois streams were analyzed to determine the most significant factors which affected the base-flow recession rate. The eight most significant factors were (in order): number of ...

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  • Maxwell, W. Hall C.; Pazwash, Hormoz (University of Illinois at Urbana-Champaign. Water Resources Center, 1967-07)
    An experimental study of the modification of jet flow patterns by a nearby free surface is described. The tests were conducted in an eighteen foot diameter, four foot deep reservoir. One flow pattern, for a 1/2-in. diameter ...

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  • Lin, Chi-Yu; Holley, Edward R.; Maxwell, W. Hall C. (University of Illinois at Urbana-Champaign. Water Resources Center, 1977-04)
    Analytical and experimental investigations were carried out for three-dimensional buoyant surface jets with strong ambient flow but without boundary attachment. A numerical model in curvilinear coordinates was developed ...

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  • Waterman, David M.; Garcia, Marcelo H.; Chow, Ven Te (University of Illinois at Urbana-Champaign. Water Resources Center, 2013-05-12)
    Meandering river migration over large spatial and temporal scales has traditionally been numerically simulated using a bank erosion submodel that calculates the eroding bank migration rate as the product of the near-bank ...

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  • Yen, Ben Chie; Gonzalez, Juan A. (University of Illinois at Urbana-Champaign. Water Resources Center, 1994-12)
    The Boneyard Creek in Champaign-Urbana, Illinois has caused flooding problems in the twin cities for years. Like most drainage problems, it is desirable to know the flow carrying capacity of some or all of the channels in ...

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  • Bhowmik, Nani G. (University of Illinois at Urbana-Champaign. Water Resources Center, 1975-09)
    A practical design criteria is proposed to stabilize lake shores against wind waves. The wind waves in inland waterways such as rivers, canals, or lakes can and will cause substantial erosional damage if the waterway shore ...

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  • Alavian, Vahid; Broeren, Sally M. (University of Illinois at Urbana-Champaign. Water Resources Center, 1984-10)
    This paper presents the results of an investigation of mass transport by diffusion and advection in two-dimensional steady, spatially varied confined flow. In practice, this type of flow occurs in recirculating regions ...

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  • Wenzel, Harry G., Jr. (University of Illinois at Urbana-Champaign. Water Resources Center, 1970-09)
    An experimental and analytical study was conducted to investigate the mechanics of sheet flow as it is affected by rainfall. Water surface profile data were taken in a laboratory flume using artificially generated rainfall ...

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  • Maxwell, W. Hall C.; Demissie, Misganaw (University of Illinois at Urbana-Champaign. Water Resources Center, 1976-02)
    Detailed velocity traverses are presented for shallow submerged slot jets without lateral confinement. With wing-walls in place maximum velocities and temperatures were traced for both unheated and heated discharges. These ...

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  • Jones, Douglas M.A.; Meredith, Dale D. (University of Illinois at Urbana-Champaign. Water Resources Center, 1972-04)
    Monthly estimates of precipitation on each lake, evaporation from each lake surface, and runoff into each lake from surrounding land areas are developed for the Great Lakes for calendar years 1946 through 1965. Overlake ...

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  • Yang, Chih Ted; Stall, John B. (University of Illinois at Urbana-Champaign. Water Resources Center, 1975-06)
    A standard procedure for determining the distribution and variation of the heat assimilative capacity of a river has been developed. Hydraulic geometry equations for the Sangamon River Basin are used to provide the necessary ...

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  • Bhowmik, Nani G.; Stall, John B. (University of Illinois at Urbana-Champaign. Water Resources Center, 1979-09)
    Hydraulic geometry relationships for floodplains of nine river basins in Illinois and four river basins outside of the state were developed. Relationships between floodplain width, cross-sectional area, surface area, depth, ...

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  • Stall, John B.; Yang, Chih Ted (University of Illinois at Urbana-Champaign. Water Resources Center, 1970-07)
    Channel characteristics of stream systems have been evaluated for 12 river basins in the humid region of the United States. Basins vary in size from 1532 to 8410 square miles, and river slopes from 1.56 to 107 feet per ...

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  • Yen, Ben Chie; Liou, Ying-Chang (University of Illinois at Urbana-Champaign. Water Resources Center, 1969-07)
    An analytical study was conducted for the determination of the Weisbach resistance coefficient for flow in sand-bed straight channels. Available experimental data were reanalyzed based on dimensional analysis and fluid ...

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  • Meredith, Dale D. (University of Illinois at Urbana-Champaign. Water Resources Center, 1974-03)

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  • Melching, Charles Steven; Yen, Ben Chie; Wenzel, Harry G., Jr. (University of Illinois at Urbana-Champaign. Water Resources Center, 1987-09)
    Floods have become the most prevalent and costly natural hazards in the U.S. When preparing real-time flood forecasts for a catchment flood warning and preparedness system, consideration must be given to four sources of ...

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  • Rhoads, Bruce; Garcia, Marcelo (University of Illinois at Urbana-Champaign. Water Resources Center, 2013)

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  • Kown, Bong Taick (University of Illinois at Urbana-Champaign. Water Resources Center, 1967-10)

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  • Fitzgerald, Steven D.; Holley, Edward R. (University of Illinois at Urbana-Champaign. Water Resources Center, 1979-12)
    In order to mix an additive or a tracer with the fluid flowing in a pipe, it may be desirable to avoid the energy required and the possible maintenance problems for mixers or obstructions in a pipe and to avoid the relatively ...

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