Effect of the aggregation level of surface runoff fields and sewer network for a SWMM simulation

Park, S.Y.; Lee, K.W.; Park, I.H.; Ha, Sung-Ryong

doi:10.1016/j.desal.2007.02.115

Cited by 71 publications

(42 citation statements)

References 3 publications

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“…Wartości parametrów obiektów przyjęto na podstawie danych ustalonych dla fizycznie mierzalnych charakterystyk lub wartości zalecanych w podręczniku modelu (Rossman, 2010), jak również w innej literaturze (Peterson i Wicks, 2006;Park, Lee, Park i Ha, 2008). Charakterystyki i wymiary obiektów zlokalizowanych na obszarze portu lotniczego, takich jak przewodów sieci kanalizacyjnej i zbiorników, przyjęto zgodnie z danymi technicznymi uzyskanymi z dokumentacji projektowej i powykonawczej systemu odwodnienia lotniska.…”

Section: Model Zlewni Badawczejunclassified

Zastosowanie modelu SWMM do obliczenia przepływów i ich redukcji przez zbiorniki na obszarze lotniska Chopina

Barszcz

2017

ACTA SCIENTIARUM POLONORUM - Architectura Budownictwo

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Section: Model Zlewni Badawczejunclassified

Zastosowanie modelu SWMM do obliczenia przepływów i ich redukcji przez zbiorniki na obszarze lotniska Chopina

Barszcz

2017

ACTA SCIENTIARUM POLONORUM - Architectura Budownictwo

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“…Foreign scholars often use ARM, SWMM, STORM and other non-point source pollution calculation model for non-point source pollution load [4] [5].…”

Section: Introductionmentioning

confidence: 99%

Simulation on the Time Progress of the Non-Point Source Pollution Load in Initial Stage Runoff for Small Watershed

Sun¹,

Liu²,

Chen³

et al. 2017

WJET

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Taking a reservoir in South China as an example, we use rainfall-runoff unit hydrograph method to analyze the time changing process of surface runoff inflow, which generated by typical design rainfall. On the basis of time series data of flow and water quality in control section of the main rivers in Xili Reservoir, we establish mathematical response relation between non-point source pollutants flux, such as flux of COD, flux of NH3-H, in catchment area of control section and runoff. Then we simulate the time dynamic change progress of non-point source pollution load which generate with the initial stage runoff that generated by design rainfall and flow into reservoir. It can provide technical parameters for the design of non-point source which generate from early runoff treatment project.

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“…Exponential buildup is the most common function used to define the accumulation of pollutants on impervious surfaces during dry periods (Wang et al, 2011). Park et al (2008) define the exponential buildup function used in the stormwater management model as…”

Section: Introductionmentioning

confidence: 99%

Prediction of long-term urban stormwater loads at single sites

May¹,

Sivakumar²

2013

Proceedings of the Institution of Civil Engineers - Water Manag

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Long-term total phosphorus loads from 17 urban catchments in the USA were predicted using five different measures of central tendency defining site mean concentration (arithmetic mean, geometric mean, median, harmonic mean and flow-weighted mean). Overall, the flow-weighted mean concentration produced the most accurate predictions of long-term loads. The geometric mean produced the second most accurate predictions. Along with the median and harmonic mean, the geometric mean predicted long-term load relatively well at most catchments exhibiting negative correlations between event mean concentration and total event runoff depth. However, they significantly underestimated long-term load at catchments exhibiting a positive correlation between these variables. Better estimates of long-term load at these two catchments were produced using the flow-weighted mean and arithmetic mean. However, the arithmetic mean tended to overestimate long-term load at the remainder of catchments.

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Effect of the aggregation level of surface runoff fields and sewer network for a SWMM simulation

Cited by 71 publications

References 3 publications

Zastosowanie modelu SWMM do obliczenia przepływów i ich redukcji przez zbiorniki na obszarze lotniska Chopina

Zastosowanie modelu SWMM do obliczenia przepływów i ich redukcji przez zbiorniki na obszarze lotniska Chopina

Simulation on the Time Progress of the Non-Point Source Pollution Load in Initial Stage Runoff for Small Watershed

Prediction of long-term urban stormwater loads at single sites

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