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1)  Huangfen Irrigation Area
黄汾灌区
1.
Probe into the Ways of Agriculture Water Saving in Huangfen Irrigation Area
黄汾灌区农业节水途径探索
2)  Fenhe Irrigated Area
汾河灌区
1.
The Application of the Canal Watertight Technique in the Fenhe Irrigated Area;
渠道防渗技术在汾河灌区的应用
2.
The Application of Cast-in-place Concrete Lining Seepage Prevention Technique in Fenhe Irrigated Area;
现浇混凝土衬砌防渗技术在汾河灌区的应用
3.
The Application of WebGIS in the Irrigation Management of Fenhe Irrigated Area;
WebGIS在汾河灌区灌溉管理中的应用
3)  Fenxi irrigation district
汾西灌区
1.
Fenxi irrigation district is the largest irrigation district in Linfen, which plays an important role in Linfen′s agricultre development; However, many problems including reduction of irrigation area, water waste, slow development of water-saving irrigation, and inefficient management system, have been existing for a long time.
汾西灌区是临汾最大的灌区 ,在临汾农业生产上占有举足轻重的地位 ,但是存在的问题较多 ,包括灌溉面积连年减少、用水浪费、节水灌溉发展缓慢、管理体制不顺等方面 。
4)  fenhe irrigation area
汾河灌区
1.
Probe into the Informatization Development of Fenhe Irrigation Area
汾河灌区信息化发展探讨
5)  irrigation district
引黄灌区
1.
Study on mathematical modeling for non-uniform sediment transport in an irrigation district along the lower reach of the Yellow River;
引黄灌区非均匀沙运动数学模型研究
2.
Several forms of sediment disasters in irrigation districts along the Lower Yellow River are discussed in this paper.
泥沙淤积与利用问题已成为引黄灌区持续发展与发挥长期效益的关键。
6)  Yellow River Irrigation Area
引黄灌区
1.
Efficient Management Model in Yellow River Irrigation Area;
黄河下游引黄灌区高效运行管理模式研究
2.
Well-canal irrigation effects on water conservation in the Yellow River irrigation areas of Ningxia Region;
宁夏引黄灌区井渠双灌节水效果研究
3.
Countermeasure Discussion on Integrated Ecosystem Management and Ecological Restoration of Yellow River Irrigation Area——Taking Hongyue Village in Jingtai County as an Example
引黄灌区综合生态系统管理与生态恢复对策探讨——以景泰县红跃村为例
补充资料:汾河
汾河

    中国黄河第二大支流。位于山西省中部。源出宁武县管涔山。流经太原市、临汾盆地,于禹门口下游的河津县西入黄河。干流长716千米,流域面积3.94万平方千米。较大支流有东碾河、岚河、潇河、磁窑河、文峪河、象峪河、乌马河、昌源河、洪安涧河、浍河等。自河源至太原兰村为上游,流经黄土高原丘陵沟壑区,水土流失严重;自兰村至介休县义棠桥为中游,流经太原盆地,纳入的支流较多,排泄不畅,易涝易碱;自义棠桥至河口为下游,穿灵(石)霍(县)山峡之间,河道比降大,水流急。流域内多年平均径流量26.5亿立方米。径流年内分配不均,主要集中在汛期。径流年际变化也很大,丰枯年径流量变幅在11.78~44.3亿立方米之间。中华人民共和国建立后,在干支流上建有大中水库10多座,对防洪抗旱,保证工农业生产用水发挥了很大作用。
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