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渠井用水比对灌区降水响应及其环境效应分析 被引量:9
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作者 李平 齐学斌 +3 位作者 Magzum Nurolla 黄仲冬 梁志杰 乔冬梅 《农业工程学报》 EI CAS CSCD 北大核心 2015年第11期123-128,共6页
渠井结合灌区适宜渠井用水比例关系灌区地下水环境和区域农业可持续发展。该文以人民胜利渠灌区为例,集合了灌区1954-2014年农业用水量及降水量、研究区域2008-2014年渠井用水比、地下水埋深、地下水水化学特征数据,分析了降雨量、地下... 渠井结合灌区适宜渠井用水比例关系灌区地下水环境和区域农业可持续发展。该文以人民胜利渠灌区为例,集合了灌区1954-2014年农业用水量及降水量、研究区域2008-2014年渠井用水比、地下水埋深、地下水水化学特征数据,分析了降雨量、地下水动态特征与渠井用水比例的相关性,以期探明渠井结合灌区渠井用水比对降雨的响应及其对土壤和地下水环境的影响。结果表明,典型渠井结合灌区渠井用水比与年降水量呈线性正相关;渠系上游地下水水位变化较下游更为剧烈,在用水水平、用水方式一致条件下,渠井用水比例越大,地下水埋深超过11 m区域增幅越小,较大的渠井用水比例对于上游地下水位下降减缓效果明显;平水期、枯水期,由于渠井用水比例不合理,地下水无序开采且超采严重,区域地下水碱化趋势明显;受气候变化影响,近5 a渠灌水量仅为多年均值的75.52%,未来区域降水量具有减小趋势,这势必进一步加剧农业水资源紧缺的形式。为了满足农业的正常生产,增加灌区地下水开采成为唯一解决途径,这势必加剧地下水的碱化趋势及地下水超采区的扩大。因此,确定灌区适宜的渠井用水比例对于灌区水资源的科学利用与农业的可持续发展具有重要意义。 展开更多
关键词 土壤 降雨 地下水 渠井结合灌区 渠井用水比 水化学特征
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人民胜利渠灌区适宜井渠用水比研究 被引量:9
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作者 张嘉星 齐学斌 +3 位作者 Magzum Nurolla 李平 黄仲冬 胡艳玲 《灌溉排水学报》 CSCD 北大核心 2017年第2期58-63,共6页
为合理利用灌区地表水和地下水资源,改善灌区生态环境,以人民胜利渠灌区为例,在对灌区地下水开发利用现状及其水位动态进行分析的基础上,将地下水模拟模型与GIS技术进行结合,并设置8个情景方案,预报了灌区5 a后地下水位变化趋势,并提出... 为合理利用灌区地表水和地下水资源,改善灌区生态环境,以人民胜利渠灌区为例,在对灌区地下水开发利用现状及其水位动态进行分析的基础上,将地下水模拟模型与GIS技术进行结合,并设置8个情景方案,预报了灌区5 a后地下水位变化趋势,并提出了灌区适宜的井渠用水比。结果表明,目前灌区地下水位呈不断下降趋势,削减灌区地下水开采量对地下水位的恢复有明显的作用。平水年削减10%的地下水开采量,人民胜利渠灌区井渠用水比例调整为1/0.78,上游调整为1/1.24,中游调整为1/0.85,下游调整为1/0.41,灌区机井数从原来的20 261眼削减到14 315眼,可以基本实现地下水的采补平衡。 展开更多
关键词 地下水埋深 井渠用水比 机井布局 模型 GIS
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井渠结合灌区地下水动态预报及适宜渠井用水比分析 被引量:38
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作者 周维博 曾发琛 《灌溉排水学报》 CSCD 北大核心 2006年第1期6-9,共4页
以陕西泾惠渠井渠结合灌区为例,根据灌区多年降雨量、渠灌用水量、井灌用水量资料及渠井灌溉用水量的比值,利用多元非线性相关分析法建立了灌区地下水动态预报的数学模型。对减少渠灌用水量增加井灌用水量、增加渠灌用水量减少井灌用水... 以陕西泾惠渠井渠结合灌区为例,根据灌区多年降雨量、渠灌用水量、井灌用水量资料及渠井灌溉用水量的比值,利用多元非线性相关分析法建立了灌区地下水动态预报的数学模型。对减少渠灌用水量增加井灌用水量、增加渠灌用水量减少井灌用水量、渠灌与井灌用水量合理比值3种情况下地下水动态进行了预测,提出了适宜的渠井用水比例。为灌区地下水合理开采和灌溉水资源优化配置提供依据。 展开更多
关键词 井渠结合灌区 地下水动态预测 非线性模型 渠井用水比
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灌域水资源调配对土壤盐分和地下水水化学性质的影响
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作者 卢凤民 《节水灌溉》 北大核心 2024年第11期54-61,共8页
灌区对我国粮食安全和农业可持续发展至关重要,且灌区水资源配置对区域生态环境调控作用意义重大,特别是华北地区地下水超采、土壤次生盐渍化问题突出,因此,以华北典型井渠结合灌域土壤盐分和地下水水质变化为研究重点,以期揭示水资源... 灌区对我国粮食安全和农业可持续发展至关重要,且灌区水资源配置对区域生态环境调控作用意义重大,特别是华北地区地下水超采、土壤次生盐渍化问题突出,因此,以华北典型井渠结合灌域土壤盐分和地下水水质变化为研究重点,以期揭示水资源调配对灌区生态环境的影响。通过人民胜利渠灌区3 a的田间定位实验,研究了典型区域不同地下水和地表水用水比下根层土壤盐分和地下水水化学性质的动态变化特征。随着地下水地表水用水比的增加,0~20 cm表层土壤年际盐分淋洗率呈降低趋势,而20~100 cm土层土壤盐分年际盐分淋洗率呈增加的趋势,维持0~100 cm土层土壤盐分平衡的地下水地表水用水比值接近于0.379 4;土壤盐分动态变化直接影响地下水水化学性质,土壤中的盐分离子淋溶增加了地下水中总溶解性固体含量,同时降低了地下水中钠吸附比;冗余分析结果表明,地下水地表水用水比与地下水水化学性质变化密切相关,即使地下水埋深超过8 m,灌溉和降水等也会在短时间内驱动地下水化学性质的变化。华北典型井渠结合灌区适宜的地下水地表水用水比值是调节根层土壤盐分重分布和地下水碱化趋势的重要措施。 展开更多
关键词 人民胜利渠灌区 地下水地表水用水比 盐分淋洗率 地下水化学性质 钠吸附比
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基于支持向量机的井渠结合灌区地表水地下水合理配置 被引量:3
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作者 刘菁扬 粟晓玲 《节水灌溉》 北大核心 2015年第7期50-53,共4页
地表水和地下水的合理配置是井渠结合灌区实现水资源优化,合理调控地下水位的重要途径。以陕西省泾惠渠地下水位变化的主要影响因素为输入变量,以当年平均地下水位为输出变量,建立了基于支持向量机的地下水位动态模拟模型,模拟不同水文... 地表水和地下水的合理配置是井渠结合灌区实现水资源优化,合理调控地下水位的重要途径。以陕西省泾惠渠地下水位变化的主要影响因素为输入变量,以当年平均地下水位为输出变量,建立了基于支持向量机的地下水位动态模拟模型,模拟不同水文年不同渠首引水量和地下水开采量等17种组合情景的地下水位及其变幅,并以多年采补平衡为地表水地下水合理配置的目标。结果表明,丰、平、枯不同水文年的井渠用水比分别为0.3~0.4、0.2~0.3、0.44~0.55时,可实现灌区地下水多年采补平衡。 展开更多
关键词 井渠结合灌区 地下水位动态预测 支持向量机 井渠用水比
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Comparison of the City Water Consumption Short-Term Forecasting Methods 被引量:7
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作者 刘洪波 张宏伟 《Transactions of Tianjin University》 EI CAS 2002年第3期211-215,共5页
There are a lot of methods in city water consumption short-term forecasting both inside and outside the country. But among these methods there exist many advantages and shortcomings in model establishing, solving and ... There are a lot of methods in city water consumption short-term forecasting both inside and outside the country. But among these methods there exist many advantages and shortcomings in model establishing, solving and predicting accuracy, speed, applicability. This article draws lessons from other realm mature methods after many years′ study. It′s systematically studied and compared to predict the water consumption in accuracy, speed, effect and applicability among the time series triangle function method, artificial neural network method, gray system theories method, wavelet analytical method. 展开更多
关键词 city water consumption short-term forecasting method comparison APPLICABILITY
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小型水库可供水量曲线法在苍南县的应用 被引量:1
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作者 仇健 章兴顺 《浙江水利科技》 2009年第3期30-31,共2页
利用典型水库的库容系数-用水比关系曲线来查算小型水库可供水量,可以快速、较高质量地完成分析工作。介绍了如何绘制并利用库容系数。用水比关系曲线。
关键词 可供水量 库容系数 用水比 关系曲线
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Water Use of Leymus chinensis Community 被引量:6
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作者 宋炳煜 杨劼 +1 位作者 旭日 乌江雨 《Acta Botanica Sinica》 CSCD 2003年第10期1245-1250,共6页
Soil moisture of Leymus chinensis (Trin.) Tzvel. community has obviously stratified phenomena: the layer (0-40 cm) in which roots are concentrically distributed is directly influenced by precipitation and evapotranspi... Soil moisture of Leymus chinensis (Trin.) Tzvel. community has obviously stratified phenomena: the layer (0-40 cm) in which roots are concentrically distributed is directly influenced by precipitation and evapotranspiration. It can be called interaction layer of precipitation and evapotranspiration. The layer (40-120 cm), where water-storage capacity exchange lagged exchange of the root-layer water-storage capacity and the community evapotranspiration, can be called major water-storage layer. The layer (under 120 cm) can be called water relatively stable/balanced layer. The year 1996 was a normal flow year, and soil water had a surplus of 18 mm at the end of the growing season. The year 1998 was a high flow year, because leakage took place under continuous heavy rainfall, soil water had a deficit of 15 mm at the end of the growing season. Transpiration to evapotranspiration ( T/ET) value reflected not only the luxuriance degree of the community, but also the water use regime of the environmental resources. T/ET value was low (0.5) in May 1998, reaching 0.7 in June, then decreasing to 0.6 in July, due to the impact of rainfall inclining, while August reached the maximum (0.9), and September decreased to 0.6. Water use efficiency (WUE) was mainly restricted by the growing rate of plants under sufficient water condition (1998). Its seasonal changes were coincident with the grand period of growth of the plants. When both meanings of WUE and T/ET were analyzed profoundly, the concept of evapotranspiration efficiency (ETE) which can all-side reflect utilization regime of the environmental water resources was advanced. 展开更多
关键词 Leymus chinensis community water use efficiency (WUE) transpiration to evapotranspiration (T/ET) evapotranspiration efficiency (ETE)
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The Effects of Cross Sectional Dimensions on the Behavior of L-Shaped RC Structural Members
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作者 Mehmet Hasnalbant Cemal Eyyubov 《Journal of Civil Engineering and Architecture》 2016年第12期1355-1363,共9页
The behavior of L-Shaped RC (reinforced concrete) shear walls was investigated in the Erciyes University Earthquake Investigation Laboratory under the influence of constant axial load together with reversed cyclic l... The behavior of L-Shaped RC (reinforced concrete) shear walls was investigated in the Erciyes University Earthquake Investigation Laboratory under the influence of constant axial load together with reversed cyclic lateral load. The objective of this study was to evaluate the effects of cross sectional dimensions on the behavior of L-shaped structural members and to assess their earthquake performance. In order to investigate L-shaped RC structural members, the special experiment setup and four type of 1/2 scaled specimens which have different aspect ratio were constructed. The specimens were loaded in line with the major principal axes direction laterally. Axial load ratio was 0.1 and cross section height to thickness ratios were' 3:1, 5:1, 8:1, 10:1. Cross section thickness was 120 mm which corresponds to (360:120), (600:120), (960:120), (1,200:120) wall legs cross sectional dimensions in mm. The specimens height was 1,500 mm, together with upper and lower slabs overall height was 2,000 mm. Concrete compression strength was 30 N/mm2, steel yield stress 420 N/mm2 and vertical reinforcement ratio was 1% for all specimens. According to the test results, the specimen of which the aspect ratio is 3 (360:120) has shown column behavior, the specimen of which the aspect ratio is 5 (600:120) has shown slender wall behavior and last two specimens of which the aspect ratios are 8 (960:120) and 10 (1,200:120) have shown squat wall behavior. When considering the cracking patterns and hysteretic behavior, since the aspect ratio 8, the specimens show flexure-shear interaction behavior and prone to brittle failure. 展开更多
关键词 Shear wall reinforced concrete L-shaped DUCTILITY stiffness.
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Factors influencing the formation of chlorination brominated trihalomethanes in drinking water
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作者 Huan WANG Dong-mei LIU +3 位作者 Zhi-wei ZHAO Fu-yi CUI Qi ZHU Tong-mian LIU 《Journal of Zhejiang University-Science A(Applied Physics & Engineering)》 SCIE EI CAS CSCD 2010年第2期143-150,共8页
The formation of brominated trihalomethanes (THMs-Br) which is proved more carcinogenic than their chlorinated analogues reported was very different at various water qualities.This study was performed to assess the ef... The formation of brominated trihalomethanes (THMs-Br) which is proved more carcinogenic than their chlorinated analogues reported was very different at various water qualities.This study was performed to assess the effects of water quality parameters (bromide concentration,pH value and ammonia concentration),chlorination conditions (chlorine dose,reaction time) and ratios of Br-/DOC and Br-/Cl2 consumption on the formation and distribution of THMs-Br in chlorination.The results showed good correlation between the bromine incorporation factor (BIF) n(Br) and Br-/Cl2 consumption ratio.The formation of total THM (TTHM) was found to decrease with increasing ammonia concentration but to increase with bromide concentration and pH value.The n(Br) trends were significantly affected by the presence of bromide concentration.The effects on the molar yields of THMs were more strongly influenced by bromide concentration and dissolved organic carbon (DOC) concentration than pH value and natural organic matter (NOM) source.High Br-/DOC and Br-/Cl2 favor the formation of THMs-Br over chlorinated THMs (THMs-Cl).The experimental data including the main parameters such as bromide,DOC,ammonia,pH and reaction time were used for developing the predictive model for THMs-Br. 展开更多
关键词 Brominated trihalomethanes (THMs-Br) Bromine incorporation factor (BIF) Total THM (TTHM) Chlorination Predictive model
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