• 제목/요약/키워드: Alternative irrigation water

검색결과 48건 처리시간 0.022초

하수처리수의 재이용을 위한 벼 재배시험 (Rice Cultivation with Reclaimed Wastewater Irrigation for Wastewater Reuse)

  • 강문성;박승우;김상민;성충현
    • 한국농공학회논문집
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    • 제46권1호
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    • pp.75-86
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    • 2004
  • The objective of the research is to develop agricultural resue technologies of reclaiming the effluents from a municipal wastewater treatment plant and reusing for irrigated rice paddies. The Suwon wastewater treatment plant was selected for wastewater reuse tests. The control was the plots with groundwater irrigation (TR#1), the treatment (TR#2) using polluted stream water as it was, and three others using wastewater after treatment. Three levels of wastewater treatments were employed: the effluent from the wastewater treatment plant (TR#3), sand filtering after treatment plant(TR#4), and ultra-violet treatment after sand filtering (TR#5). The randomized block method was applied to wastewater application to paddy rice with five treatments and six replica. The effects of various wastewater treatment levels on water quality, paddy soil, crop growth, yields, and the health hazards were investigated. The primary results indicate that cultivating rice with reclaimed wastewater irrigation did not cause a problem to adverse effects on crop growth and yields. Overall, wastewater could be used as a practical alternative measure for reclaimed wastewater irrigation. However, long-term monitoring is recommended on the effects on soil chemical characteristics and its related health concerns.

낙동강 상류유역의 지역별 비점오염부하 특성 (Regional Characteristics of Nonpoint Source Pollutant Loads in the Upstream Watersheds of Nakdong River)

  • 최경숙;손성호
    • 한국관개배수논문집
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    • 제13권2호
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    • pp.283-292
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    • 2006
  • The characteristics of nonpoint source pollutant loads in upstream of Nakdong River were studied through analysis of pollutant loads of 10 sub-watersheds divided based on administrative district. The discharge and pollutant concentration of each sub-watershed were collected from Nakdong-River Water Research Institute and Daegu Regional Environmental office, respectively. Pollution items analysed in this study were BOD, T-N and T-P. The delivery loads of the nonpoint source pollutions of each sub-watershed were calculated after analysing the concentration of the pollution of each site. Several points were found from the results. Firstly, in general, city areas including Sangju, Andong showed higher degree of nonpoint pollution than country areas including Cheongsong, Yeongyang. The sub-watersheds located upstream side, such as Yeongju, Bonghwa, Necessarily show better water quality than the sub-watersheds located downstream side, such as Mungyeong, Uiseong. This result indicates that a given pollution condition within the watershed can be more sensitive than location factor to the level of water quality. Secondly, the delivery load and area of watershed were not necessarily correlated in the sense of water quality, while the discharge was shown to be highly correlated to the delively load of pollution. Lastly, sewage and waste caused from population and livestock, as well as landuse factor, were found to significantly contribute to the water pollution. Alternative solutions for controlling pollution source, therefore, should be provided to meet target levels of water quality in these regions.

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인공습지 오수처리수를 이용한 벼재배 실험 (Paddy Rice Culture Experiment Using Treated Sewage Effluent From Constructed Wetland)

  • 윤춘경;함종화;우선호;김민희
    • 한국농공학회지
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    • 제43권2호
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    • pp.94-104
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    • 2001
  • A pilot study was performed at the experimental field of Konkuk University in Seoul, to examine the feasibility of the constructed wetland system for sewage and the effect of treated sewage irrigation on the paddy rice culture and its soil characteristics. The constructed wetland performed well, in that effluent concentrations of pollutants were significantly lower than concentrations of the influent. Median removal efficiencies of BOD$_{5}$ was about 78% and slightly lower during winter. Removal efficiencies form TN and TP were approximately 48 and 21%, respectively, and relatively less effective than that of BOD$_{5}$. Irrigation of treated sewage to paddy rice culture did not affect adversely in both growth and yield of rice. Instead, plots of treated sewage irrigation showed up to 50% more yield in average than the control plot. It implies that treated sewage irrigation might be beneficial to rice culture rather than detrimental as long as it is treated adequately and used properly. Soil was sampled and analyzed before transplanting and after harvesting. pH was slightly increased due to irrigation water, but it may not be concerned as long as the treated sewage is within the normal range. EC was increased in first year but decreased in second year, therefore salts accumulation in the soil could be less concerned. OM and CES was slightly increased, which might be beneficial on growing plants. TN did not show apparent pattern. Available phosphorus was decreased after rice culture, but the quantity of phosphorus(TP-available phosphorus) was rather increased which implies that excessive phosphorus supply may result in phosphorus accumulation in the soil. Overall, the constructed wetland was thought to be an effective sewage treatment alternative, and treated sewage could be reused as a supplemental source of irrigation water for paddy rice culture without causing adverse effect as long as it is treated adequately and used properly. For full-scale application, further investigation should be followed on environmental risk assessment, tolerable water quality, and fraction of supplemental irrigation.ion.

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농촌오수 처리수의 농업용수로의 재이용 가능성에 관한 연구 (Feasibility Study on the Reuse of Treated Sewage Effluent for Agrcultural Water)

  • 권태영;윤춘경
    • 한국농공학회:학술대회논문집
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    • 한국농공학회 1999년도 Proceedings of the 1999 Annual Conference The Korean Society of Agricutural Engineers
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    • pp.663-669
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    • 1999
  • The objective of this study are to examine the feasbility of reuse treated sewage effluent ofr agricultural water, and to obtain basic data for estabilishment of rational agricultural water quality standard. From this study, it appears that reuse of treated sewage as a supplemental irrigation water could be feasible and practical alternative for ultimate sewage disposal which often causes water quality problem to the receiving water body. For full scale applicatiion, further study is recommended on the secific guidelines of major water quality components and publc health.

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폐수처리장 방류수 관개가 벼생육 및 침출수 염농도에 미치는 영향 (Influences of Discharge Waters from Wastewater Treatment Plants on Rice (Oryza sativa L.) Growth and Percolation Water Salinity)

  • 신중두;이종식;김원일;이창은;윤순강;엄기철
    • 한국토양비료학회지
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    • 제36권1호
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    • pp.24-31
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    • 2003
  • 벼 재배에 있어 이앙기 가뭄시 대체 용수원을 개발하고자 공장폐수처리장(이하 공장폐수 처리수)와 하수종말처리장 방류수(이하 하수처리수)를 관개한 다음 지하 침투수 수질 및 벼생육 변화를 구명하기 위해 본 시험을 수행하였다. 대체 관개 용수원으로서 공장폐수 처리수의 COD, $NH_4{^+}-N$, $Mn^{2+}$, 및 $Ni^+$ 농도와 하수처리수중의 SS및 $PO_4-P$농도는 여러 국가들의 관개 재활용 수질 기준보다 높은 것으로 나타났다. 하수처리수의 초장은 공장폐수 처리수 10일간 관개구를 제외하고 지하수 관개구 보다 약 2 cm 정도 짧았으나, 지하수 및 하수처리수 관개구의 경수는 관개기간에 관개 없이 유의차가 없는 것으로 나타났다. 그리고 하수처리수 및 공장폐수 처리수 20일 관개구의 수확지수는 유의차가 없었지만, 공장폐수 처리수 30일 관개구의 수확지수는 토성에 관계없이 하수처리수 관개구 보다 약간 높은 것으로 나타났다. 공장폐수 처리수 관개구의 토양 침출수중의 SAR값은 하수처리수 관개구보다 2배 이상 높았지만, 하수처리수 관개구는 지하수 관개구와 비교하여 유의차가 없는 것으로 나타났다. 이앙 30일 후 공장폐수 및 하수종말처리수 관개구의 토양침출수중 평균 전기전도도(EC1) 값은 각각 식양토에서 4.7과 $3.4dS\;m^{-1}$ 그리고 사양토에서 3.5 및 $2.5dS\;m^{-1}$로 나타났다. 전생육 기간 및 토성에 따른 공장폐수 처리수 관개구의 토양 침출수중 $EC_i$값이 하수처리수 관개구 보다 2배 이상 높게 나타났지만, 이앙 30일 후부터 급격히 감소하는 경향을 보였다. 그렇지만 하수종말 처리수 관개구의 토양 침출수 중 $EC_i$ 값은 지하수 관개구와 비교하여 유의차가 없는 것으로 나타났다. 이상의 결과로 보아 벼 재배시 하수종말 처리수는 가뭄으로 인한 농업용수가 부족한 경우 대체수자원으로서 잠정적 활용이 가능한 것으로 생각된다.

Application of Subirrigation Using Capillary Wick System to Pot Production

  • Lee, Chi-Won;So, In-Sup;Jeong, Sung-Woo;Huh, Moo-Ryong
    • 농업생명과학연구
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    • 제44권3호
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    • pp.7-14
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    • 2010
  • Alternative subirrigation way, capillary wick system (CWS) was tested to reduce labor cost, waste water, contamination of ground water, and use of fungicide compared to overhead irrigation system (OIS). CWS helped reduce remarkably the working hours for watering from 4 hours in OSI to just 5 minutes. Labor cost was saved 98% in CWS compared to OIS. By the physical characteristics of various growing media, 1 coconut coir+2 perlite (v/v) mixture was selected because it had an ideal distribution of three phase, e.g. 1 solid: 1 liquid: 2 gas phase. Medium mixture containing scoria had so high bulk and particle density to hurt root. In bark-containing medium, the liquid phase and the percent saturation of liquid phase with time elapsed was lower than that of other mixture. It meant that the mixture contained very low level of water. Application of CWS for cyclamen pot production played an important role in reducing the incident of fusarium wilt symptom from 18% in conventional over watering system to 4%. Cyclamen pot irrigated by capillary wick had shorter petiole and more leaves than those by overhead watering. As a result, this system was highly beneficial to get uniform pot products with high quality. It improved water and nutrient solution efficiency relative to conventional overhead irrigation system (OIS).

제주도 밭작물의 농업용수 재이용 타당성 평가 (Feasibility Study of Wastewater Reuse for the Vegetable Farming in Jejudo)

  • 성충현;강문성;장태일;박승우;이광야;김해도
    • 한국농공학회논문집
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    • 제51권1호
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    • pp.27-32
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    • 2009
  • The objective of this study is to assess the feasibility of wastewater reuse for the vegetable farming. The study region, about 250 ha in size, is located on the west coast of Jejudo, Korea. Major agricultural products of the study area are the cabbage, broccoli, garlic and onion. To confirm the feasibility of wastewater reuse, the drought duration and the water requirement analysis were conducted respectively. The average annual precipitation of the study region (1,121 mm) was smaller than that of Jeju island (1,975 mm). The drought duration for a ten-year return period in October through November was more than 20 days. The water requirement for irrigation was calculated by the FAQ Penman-Monteith method which took into account the cultivated crops, planting system, and meteorological conditions of the study region. The water requirement for a ten-year return period was estimated 4.7 mm/day and the water demand for irrigation was $4,584\;m^3/day$. As a result, the irrigation water for the crops was insufficient during their breeding season, especially in October through November. Thus, the result indicated that the study region required the alternative water supply such as wastewater reuse during the non-rainy season. As drought continues to place considerable stress on the availability of fresh water supplies in the study region, irrigation with reclaimed wastewater will play an important role in helping to meet future water demands.

Opportunities for Agricultural Water Management Interventions in the Krishna Western Delta - A case from Andhra Pradesh, India

  • Kumar, K. Nirmal Ravi
    • Agribusiness and Information Management
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    • 제9권1호
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    • pp.7-17
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    • 2017
  • Agricultural water management has gained enormous attention in the developing world to alleviate poverty, reduce hunger and conserve ecosystems in small-scale production systems of resource-poor farmers. The story of food security in the $21^{st}$ century in India is likely t o be closely linked to the story of water security. Today, the water resource is under severe threat. The past experiences in India in general and in Andhra Pradesh in particular, indicated inappropriate management of irrigation has led to severe problems like excessive water depletion, reduction in water quality, water logging, salinization, marked reduction in the annual discharge of some of the rivers, lowering of ground water tables due to pumping at unsustainable rates, intrusion of salt water in some coastal areas etc. Considering the importance of irrigation water resource efficiency, Krishna Western Delta (KWD) of Andhra Pradesh was purposively selected for this in depth study, as the farming community in this area are severely affected due to severe soil salinity and water logging problems and hence, adoption of different water saving crop production technologies deserve special mention. It is quite disappointing that, canals, tube wells and filter points and other wells could not contribute much to the irrigated area in KWD. Due to less contribution from these sources, the net area irrigated also showed declining growth at a rate of -6.15 per cent. Regarding paddy production, both SRI and semi-dry cultivation technologies involves less irrigation cost (Rs. 2475.21/ha and Rs. 3248.15/ha respectively) when compared to transplanted technology (Rs. 4321.58/ha). The share of irrigation cost in Total Operational Cost (TOC) was highest for transplanted technology of paddy (11.06%) followed by semi-dry technology (10.85%) and SRI technology (6.21%). The increased yield and declined cost of cultivation of paddy in SRI and semi-dry production technologies respectively were mainly responsible for the low cost of production of paddy in SRI (Rs. 495.22/qtl) and semi-dry (Rs. 532.81/qtl) technologies over transplanted technology (Rs. 574.93/qtl). This clearly indicates that, by less water usage, paddy returns can be boosted by adopting SRI and semi-dry production technologies. Both the system-level and field-level interventions should be addressed to solve the issues/problems of water management. The enabling environment, institutional roles and functions and management instruments are posing favourable picture for executing the water management interventions in the State of Andhra Pradesh in general and in KWD in particular. This facilitates the farming community to harvest good crop per unit of water resource used in the production programme. To achieve better results, the Farmers' Organizations, Water Users Associations, Department of Irrigation etc., will have to aim at improving productivity per unit of water drop used and this must be supported through system-wide enhancement of water delivery systems and decision support tools to assist farmers in optimizing the allocation of limited water among crops, selection of crops based on farming situations, and adoption of appropriate alternative crops in drought years.

하수처리수 관개후 벼재배 시험구에서 지표미생물 거동 분석 (Analysis of Indicator Microorganism Concentration in the Rice Cultural Plot after Reclaimed Water Irrigation)

  • 정광욱;전지홍;함종화;윤춘경
    • 생태와환경
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    • 제37권1호통권106호
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    • pp.112-121
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    • 2004
  • 이 연구에서는 하수처리수를 농업용수로써 재이용시 발생할 수 있는 위생문제를 검토하기 위해 하천수, biofilter 유출수, 그리고 UV소독수를 관개한 벼재배 실험포트에서 지표미생물의 밀도변화를 조사하였다. 우리나라 하수처리장 유출수 수질기준을 살펴보면, USEPA에서 정하고 있는 농업용수 재이용 수질기준 항목인 $BOD_5$와 SS의 수질기준은 만족시키지만, 대장균의 경우추가적인 처리가 필요한 것으로 나타났다. 벼 식재 직후인 5월과 6월의 경우 관개 후 24시간 동안의 평균밀도가 $10^2{\sim}10^4$의 범위에서 관개용수의 밀도와 상관없이 지표미생물의 밀도변화는 크게 나타나지 않았다. 이 시기에는 기비와 추비로 인해 미생물의 성장에 필요한 영양물질, 교란된 저질의 높은 미생물 밀도 등에 영향을 받고 논의 벼 생육생태가 덜 성숙되었기 때문으로 판단된다. 그러나 7월과 8월은 처리구별로 밀도차이가 컸고 24시간 동안 변화폭도 컸으며, 관개용수 미생물밀도에 영향도 일부 나타났다. 실험기간동안 지표미생물의 밀도를 관개용수별로 분산 분석한 결과, UV소독 후 관개한 경우가 하천수와 biofilter 유출수를 사용한 경우보다 낮은 밀도를 나타내었다. 실제 논농사가 이루어지고 있던 양평군의 하천관개 논과 여주군의 지하수관개 논의시료분석에서 지표미생물 밀도는 FC, E. coli밀도가 TC밀도보다 크게 낮았으며, 시기별로 밀도의 차이가 있으나, TC, FC, 그리고 E. coli의 평균밀도가 약 4,000, 400,300 MPN/100mL범위를 나타내었다. TC의 밀도는 본 실험포트 실험과 유사한 범위이었으며, FC와 E. coli는 실험포트에서 초기 경운시 사용된 biofilter 유출수의 영향으로 실제 논보다 높은 값이었다. 이앙기 때에는 특별히 논 표면수와 신체접촉이 많은 점을 고려할 때 하수처리수만을 관개하여 이앙준비를 하는 것보다 하수처리수를 보조관개용수로 사용하는 것이 보다 안전할 것으로 판단된다. 하수처리수를 농업용수로 재이용할 경우 하수처리수를 관개용수로 직접 이용하기보다는 UV소독으로 보건 위생학적으로 높은 안정성을 확보할 수 있으며 하수처리수재이용 수질기준에도 적합할 수 있을 것이다. 그러나 벼의 생육에 영향을 줄 수 있는 영양물질과다로 인한 도복문제, 하수처리수에 존재할 수 있는 독성물질에 의한 영향 등 하수처리수를 관개강수로 이용하는 데에는 종합적이고 과학적인 고찰이 필요하며, 본연구의 결과는 하수처리수를 농업적으로 이용할 경우 공공의 보건 ·위생적인 안전을 확보하기 위한 기초연구로서의 성격을 갖는다고 할 수 있다.

대단위 농업종합개발사업의 사회경제적 기대편익 추정과 결합비용의 배분 -금강지구를 중심으로- (Estimation of the Expected Socio-economic Benefits of the Largescale Comprehensive Agricultural Development Project and Jointcost Allocation -In the Case of Kumgang Project Area-)

  • 임재환
    • 농업과학연구
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    • 제23권1호
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    • pp.159-176
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    • 1996
  • This study is aimed at reviewing the methods of joint cost allocation and allocating the joint cost of estuary dam with specially repect to Kumgang Large-scale Agricultural Comprehensive Development Project. Apart from the water resource development project propelled by Water Resource Development Corporation in connection with Law of Multipurpose Dam Development, the Largescale Comprehensive Agricultural Development Projects couldn't ins-titutionally be carried out cost allocation of common facilities, even though it were concerned with irrigation, municipal and industrical water supply, flood control, sightseeing and industrial zone development components. To decrease farmer's burden of the project costs and, operation and maintenance costs, the joint costs of common facilities like estuary dam included in agricultural development projects have to be allocated by suitable method as alternative cost-remaining benefit method and the analytical activity should be supported by revising the concerned laws as Rural Development and Promotion and, Rural Rearrangement conpatible with the law for multipurpose dam development. Kumgang Agricultural Comprehensive Development Project was selected as a case study for the estimation of socio-economic benefits by project components and joint cost allocation of the estuary dam. The main results of the study are as follows; Joint cost allocation and unit charges by components 1. The project area will be 25,554ha with total project cost of 624,860 million won including the estuary dam cost of 120,843 million won. The project costs were ex-pressed by 1994 constant price. 2. Total quantity of water was estimated 365 million tons which were consisted of 245 million tons for irrigation, 73 million tons for municipal water and 47 million tons for industrial water. 3. The rates of joint cost allocation were amounted to 34.2% for agriculture, 2.5% for sightseeing, 45.7% for transportation, 11.8% for M & I water supply and 5.8% for flood control respectively. 4. The unit financial charges by project components were estimated at 7.88 won per ton for irrigation, 16.11won for M & I water, 1,686won per vehicle one pass, 977won per Pyeong according to the capital recovery method. The financial charges using straitline method for depreciation were estimated at 7.88won per ton for irrigation, 9.12won per ton for M & I water, 624won per vehicle one pass for transportation and 331won per Pyeong for sightseeing area. 5. The unit economic charges by project components were estimated at 21.1 won per ton for irrigation, 15.2won for M & I water, 977won per vehicle one pass, 977won per Pyeong according to the capital recovery method. The economic charges using straitline method for depreciation were estimated at 11.72won per ton for irrigation, 8.61won per ton for M & I water, 331won per vehicle one pass for transportation. Policy recommendation 1. The unit operation and maintenance costs for irrigation water in the paddy field couldn't be imposed as the water resource cost untreated. 2. The dam costs including investment cost and O & M cost, as a joint cost, had to be allocated by each benefited components as transportation, M & I water supply, flood control, irrigation and drainage, and sightseeing. But the agricultural comprehensive project have been dealt as an irrigation project without any appraisal socio-economic benefits and any allocating the joint cost of estuary dam. 3. All the associated project benefits and costs must be evaluated based on accounting principle and rent recovery rate of the project costs and O & M costs should be regulated by the laws concerned. 4. The rural development and promotion law and rural rearrangement law have to be revised comprising joint cost allocation considering free rider problems. 5. The government subsidy for the agricultural base development project has to be covered all the project costs. In case of common facilities representing joint cost allocation problems, all the allocated casts for other purposes like transportation and M & I water supply etc. should be recovered for formation in investment fund for agricultural base development and to procure O & M costs for irrigation facilities.

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