Abstract
This study designs a multipurpose urban shallow artificial lake, including water supply, flood detention, and water environment preservation. It is expected to not only preserve a healthy water environment but to also retain water conservation and flood detention. This study adopts system dynamics (SD) to analyze the relationship between different purposes of water resources utilization. Furthermore, different operation strategies effects can be simulated by SD through a proposed urban multipurpose shallow artificial lake system. The results demonstrate the dynamic effects of strategies managers propose such as demand analysis, inflow control, and water quality improvement in this case study for Taiwan. SD aids lake system prediction and understanding temporally in sequential planning for water supply, environmental preservation, and flood detention. The SD model will hopefully serve as a reference to study different features before artificial lakes constructing.
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Acknowledgments
Wallace Institute was appreciated for its editorial assistance. This study was supported by Water Resources Agency, Ministry of Economic Affairs, Taiwan, R. O. C. The authors would like to thank Prof. HJ Lin, Dr. HC Su, Dr. CC Yang, CC Ho, anonymous reviewers and helpers.
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Appendices
Appendix 1. Model Parameter Value in Water Supply and Flood Detention
Symbol | Definition | Value | Unit |
CN | Soil conservation service curve number | 88 | |
Lake_area | Lake area | 50,000 | m2 |
Watershed_Area | Watershed area | 1,000,000 | m2 |
Maintain_eco | Eco-suitable depth | 0.3 | m |
Maintain_land | Landscape-suitable depth | 1 | m |
Infi_rate | Infiltration rate | 0.15 | m/day |
Infi_area | Infiltration area | 2,000 | m2 |
Max_S | Maximum storage | 100,000 | m3 |
Max_Capacity | Maximum detention capacity | 100,000 | m3 |
ω | Ration factor | 0.8 |
Appendix 2. Model Parameter Value in Environmental Conservation
Symbol | Definition | Value | Unit |
Alpha | Light extinction coefficient of water | 0.25 | |
Beta | Light extinction coefficient of phytoplankton | 0.18 | |
LightMin | The minimum light intensity | 500 | kcal/m2 |
LightMax | The maximum light intensity | 4500 | kcal/m2 |
MyMax | Maximum growth rate of phytoplankton | 1.5 | |
KP | Monod constant of phosphorous uptake | 0.2 |
Appendix 3. Model Indicators
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1.
The water supply indicator is represented by the shortage index (SI) proposed by the US Army Corps of Engineers as [8, 9]:
where N is number of periods; Sh i is volume shortage during period i; and T i is target demand during the period i.
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2.
The environmental conservation index adopts trophic category (TC). Table 4 lists the trophic category with total phosphorus (TP), defined by the Organization for Economic Co-operation and Development [15].
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3.
The detention efficiency (DE) indicator in flood event is represented as:
where Qp is peak flow without building the lake and Qpb is peak flow with building the lake.
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Chu, HJ., Chang, LC., Lin, YP. et al. Application of System Dynamics on Shallow Multipurpose Artificial Lakes: A Case Study of Detention Pond at Tainan, Taiwan. Environ Model Assess 15, 211–221 (2010). https://doi.org/10.1007/s10666-009-9196-4
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DOI: https://doi.org/10.1007/s10666-009-9196-4