• Title/Summary/Keyword: Rainwater utilizing facilities

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A Study on the Appropriate Size of Large Rainwater Utilizing Facilities and Estimation of Agricultural Water Availability in Namwon eup, Jeju Island (제주도 남원읍지역 대용량 빗물이용시설의 적정규모 및 농업용수 공급 가능량 산정 연구)

  • Kim, Minchul;Park, Wonbae;Kang, Bongrae
    • Journal of Soil and Groundwater Environment
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    • v.25 no.1
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    • pp.84-94
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    • 2020
  • Jeju Island is seeking reliable ways to secure alternative water resources using rainwater in order to conserve and manage its groundwater as sustainable water resources. The purpose of this study is to investigate the rainwater storage capability of small-size storage facilities installed at farmhouses in Uigwi and Wimi of Namwon-eup region. The rainwater outflows from the storage facilities in rain events were analyzed. The appropriate size of rainwater utilizing facilities are suggested to be about 5,800 ㎥ in Uigwi area and 4,900 ㎥ in Wimi area based on the calculation from the rainfall frequency and runoff amounts. If those facilities are put into operation in Uigwi and Wimi area, it is estimated approximately 32.3 and 11.5% of total agricultural water can be supplied by the facilities. Wimi area showed low rainwater usage because of less number of facilities relative to the size of farm areas and less intensive underground water usage. It is analyzed that more than 55% of agricultural water can be supplied by rainwater if 70 facilities without the rainwater facilities are connected to the rainwater utilizing facilities.

Assessments of Rainwater Runoff Quality from Soil Roofs According to Layer Thickness (흙 지붕 표층 두께에 따른 빗물의 유출 수질 평가)

  • Parkm, Jongseok;Sim, Chunseok;Moon, Byoungseok
    • Journal of Korean Society on Water Environment
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    • v.27 no.3
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    • pp.300-305
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    • 2011
  • This study aimed at analyzing the runoff quality by the layer thickness and material of soil roof to make best use of the rainwater falling on it in terms of safety and efficiency and resulted in the following assessments. It turned out that the concentrations decreased more in T-N, $NO_3$-N, $NH_4$-N, T-P and $PO_4$-P in roof rainwater except 30 cm for the RW1 soil roof after passing through it than those of first rainwater. On the other hand, the concentrations in rainwater passing through gravel roof turned out to be equal or same to those of the first rainwater. As a result of analysis of metallic stuff in runoff, there was no indication of Cd, Cr, Mn and Pb as well. The concentration of Cu, Fe and Zn in rainwater through soil roof became less than that of the first rainwater. In this research, the soil roof showed the good efficiency in lowering the concentration of such components as nitrogen, phosphorus and metals. Based on the results from this work, more practical study would be required further in the future in relation to soil roof when installing the rainwater-utilizing facilities.

Determination of Optimum Capacity Rainwater Utilizing Facilities by Analysis of the Water Supply by Land Use Scenario (토지이용 시나리오별 용수공급 분석에 따른 빗물이용시설 최적 용량 결정)

  • Lim, Seok Hwa;Kim, Byung Sung;Ryoo, Kyong Sik;Lee, Sang Jin
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.41 no.4
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    • pp.387-397
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    • 2021
  • Most of Korea's agricultural water is supplied by reservoirs, so dependence on them is very high. Accordingly, it is important to reduce this dependence and provide a stable agricultural water supply by utilizing an applicable alternative water source. Therefore, in this work, scenarios for different land uses were constructed, and an optimal water supply plan using rainwater and reused sewage water - which are alternative water sources - was created. A study was also conducted to determine the optimal capacity of a rainwater facility. From the analysis, a stable water supply was achieved in the scenario of maximum utilization of rainwater by changing an existing paddy area to a greenhouse area, and about 0.82 ton of flow capacity was required for 1 mm of rainfall on farms utilizing rainwater. As a result of analyzing the optimal scenario to derive the ratio of the storage capacity per unit water collection area, the rainwater storage capacity determined through MODSIM and the storage capacity determined through actual monitoring showed similar results, about 31 and 32 %, respectively, and the optimal capacity of rainwater facilities was calculated to be about 5,796,000-6,182,400 ton.