Characteristics of Effluent Load at an Irrigation and Drainage Pump Station during the Puddling and Transplanting Period
The effluent load generated from paddy field situated along Lake Kasumigaura during the puddling and transplanting period was investigated at an irrigation and drainage pump station. When the pump was in operation, effluent water from the area was pumped up from the bank-based water canal with lake...
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          | Published in | Journal of Japan Society on Water Environment Vol. 34; no. 5; pp. 73 - 80 | 
|---|---|
| Main Authors | , , , , , , , , | 
| Format | Journal Article | 
| Language | Japanese | 
| Published | 
        Tokyo
          Japan Society on Water Environment
    
        2011
     Japan Science and Technology Agency  | 
| Subjects | |
| Online Access | Get full text | 
| ISSN | 0916-8958 1881-3690 1881-3690  | 
| DOI | 10.2965/jswe.34.73 | 
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| Abstract | The effluent load generated from paddy field situated along Lake Kasumigaura during the puddling and transplanting period was investigated at an irrigation and drainage pump station. When the pump was in operation, effluent water from the area was pumped up from the bank-based water canal with lake water and circulated as irrigation water. However, the effluent flowed to the lake at a velocity of about 0.01 m·s-1 when the pump was stopped. The net effluent loadings of total nitrogen (T-N) and total phosphorus (T-P) during the puddling and transplanting period were -0.06 kg·ha-1·d-1 and -0.003 kg·ha-1·d-1, respectively. The loads were smaller than those for other regions where the irrigation and drainage systems were different. The cyclic irrigation and drainage system in this area contributed to the reduction in load. When effluent water from the area was not circulated, the kasumigaura outflow discharge was estimated to increase by 5.7 times, and T-P load was suggested that Kasumigaura outflow load became bigger than Kasumigaura inflow load. | 
    
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| AbstractList | The effluent load generated from paddy field situated along Lake Kasumigaura during the puddling and transplanting period was investigated at an irrigation and drainage pump station. When the pump was in operation, effluent water from the area was pumped up from the bank-based water canal with lake water and circulated as irrigation water. However, the effluent flowed to the lake at a velocity of about 0.01 m·s-1 when the pump was stopped. The net effluent loadings of total nitrogen (T-N) and total phosphorus (T-P) during the puddling and transplanting period were -0.06 kg·ha-1·d-1 and -0.003 kg·ha-1·d-1, respectively. The loads were smaller than those for other regions where the irrigation and drainage systems were different. The cyclic irrigation and drainage system in this area contributed to the reduction in load. When effluent water from the area was not circulated, the kasumigaura outflow discharge was estimated to increase by 5.7 times, and T-P load was suggested that Kasumigaura outflow load became bigger than Kasumigaura inflow load. The effluent load generated from paddy field situated along Lake Kasumigaura during the puddling and transplanting period was investigated at an irrigation and drainage pump station. When the pump was in operation, effluent water from the area was pumped up from the bank-based water canal with lake water and circulated as irrigation water. However, the effluent flowed to the lake at a velocity of about 0.01 m.s super(-1) when the pump was stopped. The net effluent loadings of total nitrogen (T-N) and total phosphorus (T-P) during the puddling and transplanting period were -0.06 kg.ha super(-1).d super(-1) and -0.003 kg.ha super(-1).d super(-1), respectively. The loads were smaller than those for other regions where the irrigation and drainage systems were different. The cyclic irrigation and drainage system in this area contributed to the reduction in load. When effluent water from the area was not circulated, the kasumigaura outflow discharge was estimated to increase by 5.7 times, and T-P load was suggested that Kasumigaura outflow load became bigger than Kasumigaura inflow load.  | 
    
| Author | ISHII, Yuichi KURODA, Hisao YOSHIO, Takahiro HOMMA, Takamitsu TABUCHI, Toshio KITAMURA, Tatsumi YAMAMOTO, Mamiko WATANABE, Keiji KOMATSU, Nobuyuki  | 
    
| Author_xml | – sequence: 1 fullname: WATANABE, Keiji organization: Ibaraki Kasumigaura Environmental Science Center – sequence: 1 fullname: TABUCHI, Toshio organization: Honorary Member of the Japanese Society of Irrigation, Drainage and Rural Engineering – sequence: 1 fullname: KITAMURA, Tatsumi organization: Ibaraki Kasumigaura Environmental Science Center – sequence: 1 fullname: HOMMA, Takamitsu organization: Ibaraki Kasumigaura Environmental Science Center – sequence: 1 fullname: YOSHIO, Takahiro organization: Ibaraki Kasumigaura Environmental Science Center – sequence: 1 fullname: ISHII, Yuichi organization: Ibaraki Kasumigaura Environmental Science Center – sequence: 1 fullname: KURODA, Hisao organization: Ibaraki University – sequence: 1 fullname: KOMATSU, Nobuyuki organization: Ibaraki Kasumigaura Environmental Science Center – sequence: 1 fullname: YAMAMOTO, Mamiko organization: Ibaraki Kasumigaura Environmental Science Center  | 
    
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| References | 5) 高村義親,田渕俊雄,鈴木誠治,張替泰,上野忠雄,久保田治夫(1976)水田の物質収支に関する研究(第1報)霞ヶ浦流域の水田における窒素およびリンの動向と収支について,日本土壌肥料学雑誌,47(9)398-405. 13) 濱武英,中村公一,渡部慧子,三野徹,金木亮一(2007)湖岸水田流域における循環灌漑の汚濁負荷削減効果,農業農村工学会誌,75,9,831-835 6) 中田佑美,牧山正男,田渕俊雄(2006)代かき濁水が霞ケ浦流入河川の水質に及ぼす影響,農業土木学会大会講演会講演要旨集,130-131 8) 須戸幹,三木俊和,増田佳昭(2009)代かき・移植時における水田からの濁水流出特性-滋賀県宇曽川流域の水田群を事例として-,農業農村工学会論文集,260,113-119 2) 田渕俊雄(2008)第5期湖沼水質保全計画-その特徴と課題,用水と廃水,50(1)9-17 15) 武田育郎,小林慎太郎,丸山利輔,国松孝男(1990)水田群からの汚濁負荷流出に関する研究(I)降雨時における水田群からの汚濁負荷流出,農業土木学会論文集,147,79-85 3) 田渕俊雄,高村義親(1985)集水域からの窒素・リンの流出,東京大学出版会,75-129 11) 茨城県農業総合センター(2010)普通作物栽培基準,6-7 7) 近藤正,三沢真一,豊田勝(1993)代掻き田植え時期のN,P成分の流出特性について,農業土木学会論文集,164,147-155 10) 北村立実,黒田久雄,山本麻美子,根岸正美,田渕俊雄(2010)霞ヶ浦湖岸循環利水水田地区の水収支と物質収支,農業農村工学会論文集,267,175-181 12) 三浦健志,奥野林太郎(1993)ペンマン法による蒸発散位計算方法の詳細,農業土木論文集,164,157-163 1) 茨城県生活環境部環境政策課(2007)環境白書平成19年度版,8-90 17) 近藤正,三沢真一,豊田勝(1992)北陸地方の沖積低平地水田におけるN,P負荷量の流出特性-新潟平野での測定結果とその特徴-,農業土木学会論文集,159,17-27 4) 田渕俊雄,高村義親,久保田治夫,鈴木誠治(1979)水田における窒素とリン濃度とその流出入,農業土木学会誌,47(11)23-28 14) 平山力,酒井一(1985)水田からの肥料成分の流出とその対策-第1報水田からの肥料成分の流出-,茨城県農業試験場研究報告,25,133-146 16) 濱武英,中村公人,三野徹(2007)循環灌漑を実施する水田流域の窒素・リンの物質収支,農業農村工学会論文集,250,91-97 9) 久保田治夫,田渕俊雄,高村義親,鈴木誠治(1979)湖岸水田の水収支と物質(N,P)収支,農業土木学会論文集,84,22-28 18) 宇土顕彦,竺文彦,大久保卓也,中村正久(2000)灌漑期の水田における水量収支と栄養塩収支,水環境学会誌,23(5)298-304 11 12 13 TABUCHI TOSHIO (2) 2008; 50 14 (5) 1976; 47 15 16 17 18 1 3 4 6 7 8 9 10  | 
    
| References_xml | – reference: 8) 須戸幹,三木俊和,増田佳昭(2009)代かき・移植時における水田からの濁水流出特性-滋賀県宇曽川流域の水田群を事例として-,農業農村工学会論文集,260,113-119. – reference: 14) 平山力,酒井一(1985)水田からの肥料成分の流出とその対策-第1報水田からの肥料成分の流出-,茨城県農業試験場研究報告,25,133-146. – reference: 17) 近藤正,三沢真一,豊田勝(1992)北陸地方の沖積低平地水田におけるN,P負荷量の流出特性-新潟平野での測定結果とその特徴-,農業土木学会論文集,159,17-27. – reference: 9) 久保田治夫,田渕俊雄,高村義親,鈴木誠治(1979)湖岸水田の水収支と物質(N,P)収支,農業土木学会論文集,84,22-28. – reference: 2) 田渕俊雄(2008)第5期湖沼水質保全計画-その特徴と課題,用水と廃水,50(1)9-17. – reference: 3) 田渕俊雄,高村義親(1985)集水域からの窒素・リンの流出,東京大学出版会,75-129. – reference: 5) 高村義親,田渕俊雄,鈴木誠治,張替泰,上野忠雄,久保田治夫(1976)水田の物質収支に関する研究(第1報)霞ヶ浦流域の水田における窒素およびリンの動向と収支について,日本土壌肥料学雑誌,47(9)398-405. – reference: 15) 武田育郎,小林慎太郎,丸山利輔,国松孝男(1990)水田群からの汚濁負荷流出に関する研究(I)降雨時における水田群からの汚濁負荷流出,農業土木学会論文集,147,79-85. – reference: 11) 茨城県農業総合センター(2010)普通作物栽培基準,6-7. – reference: 4) 田渕俊雄,高村義親,久保田治夫,鈴木誠治(1979)水田における窒素とリン濃度とその流出入,農業土木学会誌,47(11)23-28. – reference: 16) 濱武英,中村公人,三野徹(2007)循環灌漑を実施する水田流域の窒素・リンの物質収支,農業農村工学会論文集,250,91-97. – reference: 10) 北村立実,黒田久雄,山本麻美子,根岸正美,田渕俊雄(2010)霞ヶ浦湖岸循環利水水田地区の水収支と物質収支,農業農村工学会論文集,267,175-181. – reference: 13) 濱武英,中村公一,渡部慧子,三野徹,金木亮一(2007)湖岸水田流域における循環灌漑の汚濁負荷削減効果,農業農村工学会誌,75,9,831-835. – reference: 6) 中田佑美,牧山正男,田渕俊雄(2006)代かき濁水が霞ケ浦流入河川の水質に及ぼす影響,農業土木学会大会講演会講演要旨集,130-131. – reference: 12) 三浦健志,奥野林太郎(1993)ペンマン法による蒸発散位計算方法の詳細,農業土木論文集,164,157-163. – reference: 1) 茨城県生活環境部環境政策課(2007)環境白書平成19年度版,8-90. – reference: 7) 近藤正,三沢真一,豊田勝(1993)代掻き田植え時期のN,P成分の流出特性について,農業土木学会論文集,164,147-155. – reference: 18) 宇土顕彦,竺文彦,大久保卓也,中村正久(2000)灌漑期の水田における水量収支と栄養塩収支,水環境学会誌,23(5)298-304. – ident: 17 – ident: 3 – volume: 50 start-page: 9 issn: 0513-5907 issue: 1 year: 2008 ident: 2 – ident: 18 doi: 10.2965/jswe.23.298 – ident: 12 – ident: 11 – ident: 10 – ident: 1 doi: 10.1111/j.1651-2227.2001.tb01623.x – ident: 13 – ident: 16 – ident: 14 – ident: 15 – ident: 4 doi: 10.1177/058310247901101104 – ident: 6 – ident: 9 – ident: 7 – ident: 8 – volume: 47 start-page: 398 issn: 0029-0610 issue: 9 year: 1976 ident: 5  | 
    
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| Snippet | The effluent load generated from paddy field situated along Lake Kasumigaura during the puddling and transplanting period was investigated at an irrigation and... | 
    
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| SubjectTerms | Bank-based water canal Cyclic irrigation and drainage system Drainage systems Effluents Freshwater Impaired water use Inflow Irrigation Irrigation and drainage pump station Irrigation systems Irrigation water Lakes Load Nitrogen Outflow Paddy fields along lake Phosphorus Puddling Pump stations Pumping stations Transplantation Turbid water Water circulation  | 
    
| Title | Characteristics of Effluent Load at an Irrigation and Drainage Pump Station during the Puddling and Transplanting Period | 
    
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