Journal
JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING
Volume 136, Issue 9, Pages 627-636Publisher
ASCE-AMER SOC CIVIL ENGINEERS
DOI: 10.1061/(ASCE)IR.1943-4774.0000156
Keywords
Stormwater management; Surface water; Probability; Monte Carlo method; Catchments; Urban areas; Storm-water management; Surface water protection; Probabilistic models; Monte Carlo simulation
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fd The present work is concerned with the development of a set of tools for the incorporation of various control measures-best management practices into an analytical probabilistic modeling approach for urban storm-water total maximum daily load (TMDL) estimation. Control measures are divided into two major groups-upstream and downstream, each requiring application of separate modeling principles elaborated in this paper. Applying Monte Carlo simulation to the developed set of expressions allows modeling the end-of-pipe parameters of urban storm-water discharges (runoff volume, discharge rate, and pollutant load) on an event average basis, as well as the stream parameters downstream of a storm-water discharge outlet. Model application is illustrated for a catchment regulated with an extended detention dry pond. Representative model results are presented, and a range of potential model applications is discussed. The capability to model the behavior of an urban storm-water system with the application of various control measures is the key precondition for the design of an optimal configuration of a water-protective strategy.
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