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Vol.45,
No.3,
PP.147-207
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1 | | The Study of Rockfall Mechanism at 68K on Provincial Highway No. 2 | | 2 | | Rainfall Network Evaluation and Augmentation Using Geostatistics – An Example in Taipei City 45(3):155-164Tsung-Hsun Lien[1] Cheng-Chia Lien[1] Yii-Chen Wu[2] Ke-Sheng Cheng[2]*
Tsung-Yi Pan[1] Li-Yuan Huang[3] Cheng-Li Li [3] Yen-Hua Pan[3]* Corresponding Author. E-mail : rslab@ntu.edu.tw Show preview | PDF( 3.36MB ) | | | 3 | | Deformation Characteristics of Consequent Slate Slopes through a Physical Model Test | | 4 | | Geomorphic Evolution of The Dong-Ao Peak Landslide, North Eastern Taiwan | | 5 | | Influence of Rainfall on Landslide Susceptibility along the 50 to 110K Section of the Southern Cross Island Highway, Taiwan | | 6 | | Combining GBIF and MaxEnt to Predict the Suitable Habitat of Alnus formosana | | 7 | | Effects of Buffer Strips on Reducing Nonpoint Source Pollution and Improving Water Quality in Feitsui Reservoir 45(3):207-215Chia-Wei Wang[1] Chi-Feng Chen[2] Jen-Yang Lin[1]** Corresponding Author. E-mail : jylin@ntut.edu.tw Show preview | PDF( 5.79MB ) | Effects of Buffer Strips on Reducing Nonpoint Source Pollution and Improving Water Quality in Feitsui Reservoir | Close | Chia-Wei Wang[1] Chi-Feng Chen[2] Jen-Yang Lin[1]* | AbstractThe Feitsui reservoir is the drinking water source for the Taipei metropolis, and nonpoint source pollution in this reservoir has been considered as an important issue. Buffer Strips are one of the best management practices (BMPs) and are used in Feitsui reservoir management. In this study, we integrate geographic information systems (GIS) and Stormwater Management Model (SWMM) to assess the effects of buffer strips in Feitsui reservoir.The major water quality items contain suspended solids (SS), total phosphorus (TP) and biochemical oxygen demand (BOD). The results show placing buffer strips 50 m in width around the reservoir can reduce 80% of SS, 50% of TP,and 70% of COD for the subwatersheds with buffer strips. In addition, the Vollenweider model is utilized to assess water quality in the reservoir and the results show that a 19-22% pollution reduction rate is required to achieve the goal of 10μg/L of TP. Buffer strips 50m in width contributed 1/3-1/4 reduction loads, which is 800 kgTP/yr. In addition to buffer strips, more BMPs are necessary in the watershed management of Feitsui reservoir.
Key Words : Buffer strips, SWMM, Vollenweider model, Nonpoint Source Pollution. | 〔1〕Department of Civil Engineering, National Taipei University of Technology, Taipei, Taiwan.
〔2〕Department of Natural Resources, Chinese Culture University, Taipei, Taiwan. * Corresponding Author. E-mail : jylin@ntut.edu.tw | Received: 2014/03/04 Revised: 2014/03/24 Accepted: 2014/05/05
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