Review of urban storm water models

Abstract This paper reviews models for simulating storm water quantity and quality in an urban environment. This has been achieved by examining a number of storm water models in current use. The important features of twelve models, which represent a wide range of capabilities and spatial and temporal resolution have been described. Specific topics covered are: identifying important urban water quality parameters; the classification of modelling approaches; modelling approaches used to estimate water quantity and quality. These include statistical, empirical, hydraulic and hydrological models. Water resources management and planning tools, that are included in some urban storm water models, such as economic analysis, optimisation and risk analysis are also discussed. Features of twelve storm water models have been summarised. These models have been chosen because they demonstrate how components that are important in managing urban storm water have been incorporated in a modelling framework. These models have been categorised in terms of their functionality, accessibility, water quantity and quality components included in the model and their temporal and spatial scale. The information in this paper provides planners and managers with an overview of modelling approaches that have been used to simulate storm water quantity and quality. In particular, it provides managers with an appreciation of the limitations and assumptions made in various modelling approaches. This review will also benefit modellers by providing a comprehensive summary of approaches and capabilities of a number of storm water models in current use. Potential urban storm water research opportunities have also been identified.

[1]  Ralph A. Wurbs,et al.  COMPUTER MODELS FOR WATER RESOURCES PLANNING AND MANAGEMENT , 1994 .

[2]  G. T. Orlob Mathematical Modeling of Water Quality: Streams, Lakes and Reservoirs , 1983 .

[3]  C. Bowers,et al.  Computer Programs in Water Resources , 1977 .

[4]  Lo Kolarik,et al.  Modern Techniques in Water and Wastewater Treatment , 1996 .

[5]  J. A. Cunge,et al.  On The Subject Of A Flood Propagation Computation Method (Musklngum Method) , 1969 .

[6]  Charles S. Melching,et al.  Key sources of uncertainty in QUAL2E model of passaic river , 1996 .

[7]  D. Dawdy,et al.  A rainfall-runoff simulation model for estimation of flood peaks for small drainage basins , 1972 .

[8]  George F. McMahon,et al.  Brass Model: Practical Aspects , 1984 .

[9]  S. H. Dinius Design of an index of water quality , 1987 .

[10]  William W.-G. Yeh,et al.  A NONLINEAR PROGRAMMING ALGORITHM FOR REAL‐TIME HOURLY RESERVOIR OPERATIONS , 1979 .

[11]  John W. Labadie,et al.  Optimal Control of Unsteady Combined Sewer Flow , 1980 .

[12]  C. D. Gelatt,et al.  Optimization by Simulated Annealing , 1983, Science.

[13]  Barry J. Adams,et al.  Optimization of Regional Storm-Water Management Systems , 1999 .

[14]  D. L. Scarnecchia,et al.  Fundamentals of Ecological Modelling , 1995 .

[15]  Palle Thoft-Christensen,et al.  Structural Reliability Theory and Its Applications , 1982 .

[16]  Arthur C. Miller,et al.  Uncertainty Analysis of Dissolved Oxygen Model , 1982 .

[17]  S. Roberts,et al.  Catastrophic Collapse of Water Supply Reservoirs in Urban Areas , 1999 .

[18]  Gary D. Tasker,et al.  Techniques for estimation of storm-runoff loads, volumes, and selected constituent concentrations in urban watersheds in the United States , 1988 .

[19]  Wolfgang F. Geiger,et al.  Quantity-quality simulation (QQS) : a detailed continuous planning model for urban runoff control , 1980 .

[20]  David F. Kibler,et al.  Urban stormwater hydrology , 1982 .

[21]  Yeou-Koung Tung Uncertainty Analysis of National Weather Service Rainfall Frequency Atlas , 1987 .

[22]  R. Betson,et al.  Using Analytical Methods to Develop a Surface‐Runoff Model , 1969 .

[23]  D. Lettenmaier,et al.  PROBABILISTIC METHODS IN STREAM QUALITY MANAGEMENT , 1975 .

[24]  David R. Dawdy,et al.  Mathematical Models of Catchment Behavior , 1965 .

[25]  Regression Analysis of Nonlinear Catchment Systems , 1971 .

[26]  H. Fischer Mixing in Inland and Coastal Waters , 1979 .

[27]  William H. Press,et al.  Book-Review - Numerical Recipes in Pascal - the Art of Scientific Computing , 1989 .

[28]  J. B. Ellis,et al.  Pollutional Aspects of Urban Runoff , 1986 .

[29]  Jery R. Stedinger,et al.  An operational GLS model for hydrologic regression , 1989 .

[30]  David R. Maidment,et al.  Handbook of Hydrology , 1993 .

[31]  D. Woolhiser,et al.  Urban Storm Runoff Model , 1977 .

[32]  Keith Beven,et al.  Changing ideas in hydrology — The case of physically-based models , 1989 .

[33]  George F. McMahon,et al.  Brass Model: Application to Savannah River System Reservoirs , 1987 .

[34]  David R. Maidment,et al.  Contaminant transport in surface water. , 1992 .

[35]  Frank L. Parker,et al.  Uncertainty Analysis of First Order Decay Model , 1984 .

[36]  Danny L. Fread NWS Operational Dynamic Wave Model , 1978 .

[37]  Dennis McLaughlin,et al.  A nonstationary spectral method for solving stochastic groundwater problems: unconditional analysis , 1991 .

[38]  William Whipple,et al.  Stormwater Management in Urbanizing Areas , 1982 .

[39]  D. I. Steinberg Mathematical models for surface water hydrology : Edited by T. A. Ciriani, U. Maione and J. R. Wallis. Wiley Interscience, New York, 1977, 423 pp., $27.50 , 1978 .

[40]  S Lindberg,et al.  An Integrated PC-modelling System for Hydraulic Analysis of Drainage Systems , 1989 .

[41]  S. Ramamoorthy,et al.  Heavy Metals in Natural Waters: Applied Monitoring and Impact Assessment , 1983 .

[42]  Deborah V. Chapman,et al.  Water Quality Assessments: A Guide to the Use of Biota, Sediments and Water in Environmental Monitoring , 1996 .

[43]  Yeou-Koung Tung Uncertainty on Travel Time in Kinematic Wave Channel Routing , 1989 .

[44]  J. J. Warwick,et al.  Estimating Uncertainty of Stormwater Runoff Computations , 1990 .

[45]  R. Train,et al.  Quality criteria for water , 1979 .

[46]  K. S. Li,et al.  New point estimate method for water resources modeling , 1993 .

[47]  David T. Ford,et al.  Operation Policy Analysis: Sam Rayburn Reservoir , 1981 .

[48]  Yeou-Koung Tung,et al.  UNCERTAINTY AND SENSITIVITY ANALYSES OF PIT-MIGRATION MODEL , 1993 .

[49]  Michael B. Abbott,et al.  Computational Hydraulics , 1998 .

[50]  K. Sridharan,et al.  WLS Method for Parameter Estimation in Water Distribution Networks , 1996 .

[51]  Brent M. Troutman,et al.  Regression models for estimating urban storm-runoff quality and quantity in the United States , 1989 .

[52]  Quentin W. Martin Optimal Daily Operation of Surface‐Water Systems , 1987 .

[53]  J. L. Kittle,et al.  Hydrological simulation program: Fortran. User's manual for release 10 , 1993 .

[54]  Lindell Ormsbee,et al.  Design of Dual‐Purpose Detention Systems Using Dynamic Programming , 1987 .

[55]  V. Singh,et al.  Computer Models of Watershed Hydrology , 1995 .

[56]  Huaxia Yao,et al.  Distributed Hydrological Model for Fuji River Basin , 1999 .

[57]  Wayne C. Huber,et al.  Prediction of Urban Nonpoint Source Water Quality: Methods and Models , 1992 .

[58]  Rk Price,et al.  FLOOD ROUTING METHODS FOR BRITISH RIVERS. , 1973 .

[59]  Thomas K. Jewell,et al.  Development of Improved Stormwater Quality Models , 1981 .

[60]  K. Reckhow,et al.  Pollutant Runoff Models - Selection and Use in Decision-Making , 1985 .

[61]  Wayne C. Huber,et al.  Deterministic Modeling of Urban Runoff Quality , 1986 .

[62]  Francis I. Chung,et al.  Network Flow Algorithm Applied to California Aqueduct Simulation , 1989 .

[63]  Chengchao Xu,et al.  Probabilistic Model for Water Distribution Reliability , 1998 .

[64]  Avi Ostfeld,et al.  Design of Optimal Reliable Multiquality Water-Supply Systems , 1996 .

[65]  N. Crawford,et al.  DIGITAL SIMULATION IN HYDROLOGY' STANFORD WATERSHED MODEL 4 , 1966 .

[66]  Charles S. Melching,et al.  Output Reliability as Guide for Selection of Rainfall-Runoff Models , 1991 .

[67]  Art Pabst,et al.  The Hydrologic Modeling System (HEC-HMS): Design and Development Issues. , 1995 .

[68]  Darrell G. Fontane,et al.  Hydropower Optimization Via Sequential Quadratic Programming , 1989 .

[69]  S. Chu Water table response to a sequence of recharges , 1977 .

[70]  J. Dooge A general theory of the unit hydrograph , 1959 .

[71]  Chuda Basnet,et al.  Parameter Estimation for Water Distribution Networks , 1991 .

[72]  G. H. Leavesley,et al.  Precipitation-runoff modeling system; user's manual , 1983 .

[73]  Vangalampalayam Chellappagounder Kulandaiswamy A Basic Study of the Rainfall Excess-Surface Runoff Relationship in A Basin System , 1964 .

[74]  Edward D. Schroeder,et al.  Water quality : characteristics, modeling, modification , 1985 .

[75]  R. B. Allen,et al.  Dynamic Programming in Hydropower Scheduling , 1986 .

[76]  Joseph F. Malina,et al.  Water quality management library , 1992 .

[77]  Y. Tung Mellin Transform Applied to Uncertainty Analysis in Hydrology/Hydraulics , 1990 .

[78]  Quentin W. Martin Optimal Operation of Multiple Reservoir Systems , 1983 .

[79]  F. Henderson Open channel flow , 1966 .

[80]  Albin Brandstetter,et al.  A MATHEMATICAL MODEL FOR OPTIMUM DESIGN AND CONTROL OF METROPOLITAN WASTEWATER MANAGEMENT SYSTEMS1 , 1973 .

[81]  W. M. Alley,et al.  Multi-event urban runoff quality model , 1982 .

[82]  W. M. Alley,et al.  Distributed routing rainfall-runoff model; version II , 1982 .

[83]  APPLYING URBAN RUNOFF MODELS , 1991 .

[84]  J. E. Nash,et al.  The form of the instantaneous unit hydrograph , 1957 .

[85]  R. P. Canale,et al.  Comparison of first‐order error analysis and Monte Carlo Simulation in time‐dependent lake eutrophication models , 1981 .

[86]  Larry W. Mays,et al.  Optimization Modeling for Sedimentation in Alluvial Rivers , 1995 .

[87]  Charles M. Brendecke,et al.  Network Models of Water Rights and System Operations , 1989 .

[88]  Elaine C. Sadowski,et al.  Optimization of Water Supply System Operation , 1996 .