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...

Full description

Saved in:
Bibliographic Details
Published inJournal of Japan Society on Water Environment Vol. 34; no. 5; pp. 73 - 80
Main Authors WATANABE, Keiji, TABUCHI, Toshio, KITAMURA, Tatsumi, HOMMA, Takamitsu, YOSHIO, Takahiro, ISHII, Yuichi, KURODA, Hisao, KOMATSU, Nobuyuki, YAMAMOTO, Mamiko
Format Journal Article
LanguageJapanese
Published Tokyo Japan Society on Water Environment 2011
Japan Science and Technology Agency
Subjects
Online AccessGet full text
ISSN0916-8958
1881-3690
1881-3690
DOI10.2965/jswe.34.73

Cover

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.
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
BookMark eNp9kUtr3DAQx0VJoJukl34CQQ-FFm8lS9bjVMombQMLCWTvQtFj48UruZJMkm9fGZc99JCLhpn5aR7_uQBnIQYHwEeM1q1k3bdDfnZrQtecvAMrLARuCJPoDKyQxKwRshPvwUXOB4S6lnG-Ai-bJ520KS71ufQmw-jhjffD5EKB26gt1AXqAG9T6ve69DFUz8LrpPug9w7eT8cRPpQlY6fUhz0sT3Pc2mF2ZnqXdMjjoEOZI_e1V7RX4NzrIbsP_-wl2P282W1-N9u7X7ebH9vGYMFJI22LEaX00aLWEEsJ9ayzGkmGLW85pcx01mqBMOPePzJj6l6t5vW380KSS_B1KTuFUb8-62FQY-qPOr0qjNSsmZo1U4QqTir9eaHHFP9MLhd17LNxQx3dxSkrwVtMGBO0kp_-Iw9xSqFuolqCOyy5JF2lviyUSTHn5Pzbzb8v8CGXKu0J1akeZnAntFseTk4ZU2-oXCB_AYpbojM
Cites_doi 10.2965/jswe.23.298
10.1111/j.1651-2227.2001.tb01623.x
10.1177/058310247901101104
ContentType Journal Article
Copyright 2011 Japan Society on Water Environment
Copyright Japan Science and Technology Agency 2011
Copyright_xml – notice: 2011 Japan Society on Water Environment
– notice: Copyright Japan Science and Technology Agency 2011
DBID AAYXX
CITATION
7QH
7UA
C1K
F1W
H97
L.G
ADTOC
UNPAY
DOI 10.2965/jswe.34.73
DatabaseName CrossRef
Aqualine
Water Resources Abstracts
Environmental Sciences and Pollution Management
ASFA: Aquatic Sciences and Fisheries Abstracts
Aquatic Science & Fisheries Abstracts (ASFA) 3: Aquatic Pollution & Environmental Quality
Aquatic Science & Fisheries Abstracts (ASFA) Professional
Unpaywall for CDI: Periodical Content
Unpaywall
DatabaseTitle CrossRef
Aquatic Science & Fisheries Abstracts (ASFA) Professional
Aqualine
Aquatic Science & Fisheries Abstracts (ASFA) 3: Aquatic Pollution & Environmental Quality
ASFA: Aquatic Sciences and Fisheries Abstracts
Water Resources Abstracts
Environmental Sciences and Pollution Management
DatabaseTitleList
Aquatic Science & Fisheries Abstracts (ASFA) Professional
Aquatic Science & Fisheries Abstracts (ASFA) Professional
Database_xml – sequence: 1
  dbid: UNPAY
  name: Unpaywall
  url: https://proxy.k.utb.cz/login?url=https://unpaywall.org/
  sourceTypes: Open Access Repository
DeliveryMethod fulltext_linktorsrc
EISSN 1881-3690
EndPage 80
ExternalDocumentID 10.2965/jswe.34.73
10_2965_jswe_34_73
article_jswe_34_5_34_5_73_article_char_en
GeographicLocations Japan, Honshu, Ibaraki Prefect., Kasumigaura L
GeographicLocations_xml – name: Japan, Honshu, Ibaraki Prefect., Kasumigaura L
GroupedDBID 2WC
5GY
ABJNI
ACGFS
ALMA_UNASSIGNED_HOLDINGS
CS3
JSF
OK1
RJT
AAYXX
CITATION
7QH
7UA
C1K
F1W
H97
L.G
ADTOC
UNPAY
ID FETCH-LOGICAL-c1873-9d210444bd02c3d434f65da0961d727446c5dda80167ffb6cc2672a7c18ef893
IEDL.DBID UNPAY
ISSN 0916-8958
1881-3690
IngestDate Thu Aug 28 11:03:05 EDT 2025
Tue Oct 07 09:37:10 EDT 2025
Mon Jun 30 11:58:47 EDT 2025
Tue Jul 01 04:09:14 EDT 2025
Wed Sep 03 06:20:45 EDT 2025
IsDoiOpenAccess true
IsOpenAccess true
IsPeerReviewed false
IsScholarly true
Issue 5
Language Japanese
LinkModel DirectLink
MergedId FETCHMERGED-LOGICAL-c1873-9d210444bd02c3d434f65da0961d727446c5dda80167ffb6cc2672a7c18ef893
Notes ObjectType-Article-1
SourceType-Scholarly Journals-1
ObjectType-Feature-2
content type line 14
content type line 23
OpenAccessLink https://proxy.k.utb.cz/login?url=https://www.jstage.jst.go.jp/article/jswe/34/5/34_5_73/_pdf
PQID 2315197935
PQPubID 2048365
PageCount 8
ParticipantIDs unpaywall_primary_10_2965_jswe_34_73
proquest_miscellaneous_872136684
proquest_journals_2315197935
crossref_primary_10_2965_jswe_34_73
jstage_primary_article_jswe_34_5_34_5_73_article_char_en
ProviderPackageCode CITATION
AAYXX
PublicationCentury 2000
PublicationDate 2011
2011-00-00
20110101
PublicationDateYYYYMMDD 2011-01-01
PublicationDate_xml – year: 2011
  text: 2011
PublicationDecade 2010
PublicationPlace Tokyo
PublicationPlace_xml – name: Tokyo
PublicationTitle Journal of Japan Society on Water Environment
PublicationTitleAlternate Journal of Japan Society on Water Environment
PublicationYear 2011
Publisher Japan Society on Water Environment
Japan Science and Technology Agency
Publisher_xml – name: Japan Society on Water Environment
– name: Japan Science and Technology Agency
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
SSID ssj0052677
ssib005901876
ssib002484536
ssib020470632
ssib001001967
ssib031740823
ssib007484382
Score 1.7512801
Snippet The effluent load generated from paddy field situated along Lake Kasumigaura during the puddling and transplanting period was investigated at an irrigation and...
SourceID unpaywall
proquest
crossref
jstage
SourceType Open Access Repository
Aggregation Database
Index Database
Publisher
StartPage 73
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
URI https://www.jstage.jst.go.jp/article/jswe/34/5/34_5_73/_article/-char/en
https://www.proquest.com/docview/2315197935
https://www.proquest.com/docview/872136684
https://www.jstage.jst.go.jp/article/jswe/34/5/34_5_73/_pdf
UnpaywallVersion publishedVersion
Volume 34
hasFullText 1
inHoldings 1
isFullTextHit
isPrint
ispartofPNX Journal of Japan Society on Water Environment, 2011, Vol.34(5), pp.73-80
journalDatabaseRights – providerCode: PRVAFT
  databaseName: Open Access Digital Library
  customDbUrl:
  eissn: 1881-3690
  dateEnd: 99991231
  omitProxy: true
  ssIdentifier: ssib007484382
  issn: 0916-8958
  databaseCode: KQ8
  dateStart: 19920101
  isFulltext: true
  titleUrlDefault: http://grweb.coalliance.org/oadl/oadl.html
  providerName: Colorado Alliance of Research Libraries
link http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwnV3da9swED_adLCnfbCNeXRFsL7aSaxPs6fStXRfJWMtdDAQss8qZMEOiUO3_fU72Y5Z9jDGnoytsyTfSdbvkO53AMdG60lgEY_JuioWiBjnMk9jlXnpBa2YHkM08sdLdXEt3t3Imz14vY2FCccq54SLbstwSW7rZL4c90ocz9d35ZiLkK5aWGk1H9sl-n04UJKA-AgOri9nJ19adr2pik3WZuecGjONOTmBHTlpminZVpRwkWi-sxzd61reAZv3N9XS_bhzi8Vv6875Q_i67XF33ORbsmnypPj5B5njf37SI3jQ41F20gk-hr2yegLfT3dpnFnt2Zlvs5k07EPtkLmGuYq9Xa1aho66ojtkb0K6CeoAm9EYYZ-7TX7WBUIyApr0HDGEv7fSHa36wrWpKtiM2qrxKVydn12dXsR9ioa4mBrN4wzJZRRC5DhJC46CC68kupBHBnUgH1SFRHQmBDt4n4dD2kqnTtPbpSeo9AxGVV2Vz4FxjSaE0XIvFVWn8jY92sRrwp9FKjCCV1tD2WVHxGHJgQnmtEGJlvSneQSmU_Ug0yt6kJG2V_RQEsLb6B8RweHW6rafx2tL6DdE9mZcRsCGYpqBYVvFVWW9WVtDTjRXyogIjofB8pc-vvg3sUMYNatN-ZIwT5Mfwf77T-aoH-G_AI3eBuU
linkProvider Unpaywall
linkToUnpaywall http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwnV3da9swEBddOtjTPtjGPLohaF_lJNan2VPpWtrSlcBa6GAgZJ9VyIIdEodu--t3shyz7GGMPRlbZ0m-k6zfId3vCDkyWk8CizhD6yomAIAVssiYyr30AldMDyEa-dO1Or8Vl3fybo982MbChGOVc8RF91W4pPdNOl-OeyWO5-uHasxFSFctrLSaj-0S_COyryQC8RHZv72eHX_p2PWmipm8y845NWbKODqBkZw0y5XsKkq5SDXfWY4ex5Z3wOaTTb10Px7cYvHbunP2jHzd9jgeN_mWbtoiLX_-Qeb4n5_0nDzt8Sg9joIvyF5VvyTfT3ZpnGnj6anvspm09KpxQF1LXU0vVquOoaOp8Q7ox5BuAjtAZzhG6Oe4yU9jICRFoInPAUL4eycdadUXrktVQWfYVgOvyM3Z6c3JOetTNLByajRnOaDLKIQoYJKVHAQXXklwIY8M6EA-qEoJ4EwIdvC-CIe0lc6cxrcrj1DpNRnVTV29IZRrMCGMlnupsDpVdOnRJl4j_iwzAQk53BrKLiMRh0UHJpjTBiVa1J_mCTFR1YNMr-hBRtpe0UNJCG_Df0RCDrZWt_08XltEvyGyN-cyIXQoxhkYtlVcXTWbtTXoRHOljEjI0TBY_tLHt_8mdkBG7WpTvUPM0xbv-7H9C2o7BfA
openUrl ctx_ver=Z39.88-2004&ctx_enc=info%3Aofi%2Fenc%3AUTF-8&rfr_id=info%3Asid%2Fsummon.serialssolutions.com&rft_val_fmt=info%3Aofi%2Ffmt%3Akev%3Amtx%3Ajournal&rft.genre=article&rft.atitle=Characteristics+of+Effluent+Load+at+an+Irrigation+and+Drainage+Pump+Station+during+the+Puddling+and+Transplanting+Period&rft.jtitle=Mizu+Kankyo%CC%84+Gakkaishi&rft.au=KITAMURA%2C+Tatsumi&rft.au=KURODA%2C+Hisao&rft.au=ISHII%2C+Yuichi&rft.au=YOSHIO%2C+Takahiro&rft.date=2011&rft.issn=0916-8958&rft.eissn=1881-3690&rft.volume=34&rft.issue=5&rft.spage=73&rft.epage=80&rft_id=info:doi/10.2965%2Fjswe.34.73&rft.externalDBID=n%2Fa&rft.externalDocID=10_2965_jswe_34_73
thumbnail_l http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/lc.gif&issn=0916-8958&client=summon
thumbnail_m http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/mc.gif&issn=0916-8958&client=summon
thumbnail_s http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/sc.gif&issn=0916-8958&client=summon