WATER QUALITY OF DRAINAGE FROM INDUSTRIAL WASTE LANDFILLS AND ITS EFFECTS ON AGRICULTURE
工业垃圾填埋场排水水质及其对农业的影响
基本信息
- 批准号:07660316
- 负责人:
- 金额:$ 1.34万
- 依托单位:
- 依托单位国家:日本
- 项目类别:Grant-in-Aid for Scientific Research (C)
- 财政年份:1995
- 资助国家:日本
- 起止时间:1995 至 1996
- 项目状态:已结题
- 来源:
- 关键词:
项目摘要
Water quality of drainage from 8 stable type and 2 control type of industrial waste landfills were monitored. Through investigation, the followings were found : In spite of after treatment, the concentrations of water quality (EC,COD,T-N) of drainage water from control type of industrial waste landfills were very high compared to those of stable type landfills.The water quality of the leachate from the stable type landfills was in the range of 5-50mg/l for COD and 2.5-10mg/l except for the Teradomari landfill. When investigation was started in 1992, the COD and T-N concentration of the leachate from Teradomari landfill exceeded 70mg/l and 75mg/l respectively. These values were very high compared to irrigation water quality standard (COD : 6mg/l, T-N : 1mg/l), so paddy rice irrigated contaminated water received serious damage.From the data of yearly drainage water concentration changes for 2 landfills Teradomari and Narisawa, it was found that water quality concentration changes could be presented by logarithmic regression formula. It become possible to predict the period of water quality recovery. For the most polluting Teradomari landfill, it was predicted that it would take 15.4 years for T-N,8.5 years for COD,and 11.9 years for EC to reach irrigation water quality standard from the time the landfill got filled up and was covered with soil.Water quality concentration of drainage from landfills filled up had regression trend, but water quality also changed with the affection of rains. A tank model had constructed for prediction of flow and water quality of leachate from stable landfills. Using this tank model the leachate with the slow response for rains and water quality with quick response for rains.
对8个稳定型和2个控制型工业垃圾填埋场的排水水质进行了监测。通过调查发现:尽管经过处理,控制型工业垃圾填埋场的出水水质(EC、COD、T-N)浓度均高于稳定型垃圾填埋场;除Teradomari垃圾填埋场外,稳定型垃圾填埋场的渗滤液COD值在5~50 mg/L,渗滤液的水质在2.5~10 mg/L。1992年开始调查时,Teradomari垃圾填埋场渗滤液的COD和T-N浓度分别超过70 mg/L和75 mg/L。与灌溉水质标准(COD值:6 mg/L,T-N:1 mg/L)相比,这些值都很高,水稻灌溉污染水受到了严重的破坏。根据Teradomari和Narisawa两个垃圾填埋场的年排水浓度变化数据,发现水质浓度的变化可以用对数回归公式来描述。预测水质恢复的时间成为可能。对于污染最严重的Teradomari垃圾填埋场,从填埋并覆盖土壤到达到灌溉水质标准需要15.4年的T-N、8.5年的COD和11.9年的EC,填埋场的排水水质浓度有回归趋势,但水质也随着降雨的影响而发生变化。建立了用于预测稳定填埋场渗滤液流量和水质的水箱模型。采用该水箱模型,渗滤液对雨的响应慢,水质对雨的响应快。
项目成果
期刊论文数量(16)
专著数量(0)
科研奖励数量(0)
会议论文数量(0)
专利数量(0)
越山直子: "産業廃棄物最終処分場からの浸出水々質の安定化予測" 農業土木学会大会講演要旨集. 平成7年版. 484-485 (1995)
Naoko Koshiyama:“最终工业废物处理场渗滤液水质稳定的预测”日本农业和土木工程师学会会议摘要 1995 年版 484-485(1995 年)。
- DOI:
- 发表时间:
- 期刊:
- 影响因子:0
- 作者:
- 通讯作者:
Shin-ichi Misawa: "Contamination of Irrigation Water by Drainage from Industrial Waste Landfills" Journal of the Japanese Society of Irrigation, Drainage and Reclamation Engineering. Vol.63, No.11. 45-50 (1994)
Shin-ichi Misawa:“工业废物填埋场排水对灌溉水的污染”,日本灌溉排水与再生工程学会杂志。
- DOI:
- 发表时间:
- 期刊:
- 影响因子:0
- 作者:
- 通讯作者:
三沢眞一: "産業廃棄物最終処分場の排水による農業用水汚濁" 農業土木学会誌. Vol. 62, No. 11. 45-50 (1994)
Shinichi Misawa:“工业废物最终处理场废水造成的农业水污染”,日本农业土木工程师学会杂志,第 62 卷,第 11 期,45-50(1994 年)。
- DOI:
- 发表时间:
- 期刊:
- 影响因子:0
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- 通讯作者:
Naoko Koshiyama: "Quality of drainage water from stabletype Industrial waste landfill and the prediction of water quality changes" Proc.of Interational Coference on Environmental Pollcition. 3. 446-451 (1996)
Naoko Koshiyama:“稳定型工业废物填埋场的排水质量和水质变化的预测”国际环境污染会议论文集。
- DOI:
- 发表时间:
- 期刊:
- 影响因子:0
- 作者:
- 通讯作者:
Naoko Koshiyama: "Quality of drainage water from stable type industrial waste landfills and the prediction of water quality changes" Proc. of. International Conference on Environmental Pollution No. 3. Vol. 1. 446-451 (1996)
越山直子:“稳定型工业废弃物填埋场排水水质及水质变化预测”,Proc.
- DOI:
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- 影响因子:0
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MISAWA Shin-ichi其他文献
MISAWA Shin-ichi的其他文献
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{{ truncateString('MISAWA Shin-ichi', 18)}}的其他基金
Study on the technological development of the flood mitigation
防洪减灾技术发展研究
- 批准号:
21380143 - 财政年份:2009
- 资助金额:
$ 1.34万 - 项目类别:
Grant-in-Aid for Scientific Research (B)
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