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1)  raising of water level at Tongguan Station
潼关水位升高
2)  rising of Tongguan riverbed
潼关高程抬升
1.
Countermeasures to control the rising of Tongguan riverbed and the sediment aggradations in lower reaches of Weihe River;
遏制潼关高程抬升及渭河下游淤积发展之对策
3)  Tongguan elevation
潼关高程
1.
Feasibility of lowering Tongguan elevation;
降低潼关高程可行性分析
2.
Preliminary study on the effect of Changjiang River-to-Weihe River Water Transfer Project on the scouring and silting in Lower Weihe River and on the falling of Tongguan elevation;
引江济渭工程对渭河下游河道冲淤及降低潼关高程作用的初步研究
3.
Effects of Wanjiazhai Reservoir operation on Tongguan elevation during spring flood;
万家寨水库运用对桃汛降低潼关高程的影响
4)  elevation of Tongguan
潼关高程
1.
To lower and control the elevation of Tongguan station and therefore to alleviate the negative effect induced by reservoir operation on the lower Wei river,a prototype experiment by limiting the pool level not exceeding the maximum value of 318 m in the non-flood season has been conducted since 2003.
为了控制和降低潼关高程,缓解水库运用对渭河下游的不利影响,三门峡水库自2003年以来开展了非汛期控制最高运用水位不超过318m的原型试验,亦称过渡运用方案。
2.
Research found that the accumulated sediment deposition and the elevation of Tongguan were affected not only by the current year s flow and pool level conditions,but also by the previous years flow and pool level conditions.
研究了三门峡水库淤积和潼关高程随坝前水位和来水条件变化的响应规律,分析了库区河床演变的滞后现象。
5)  Tongguan riverbed elevation
潼关高程
1.
Study on the impact of Tongguan riverbed elevation to the sediment of the downstream Weihe river;
潼关高程对渭河下游泥沙冲淤影响研究
2.
Accordingly, it is urgent and important to study the effect of different Tongguan riverbed elevations on aggradatio.
三门峡水库建成以来,潼关高程问题就一直是上下游各方关注的焦点问题,也是一个难点问题。
6)  elevation at Tongguan
潼关高程
1.
Analysis on effects from various measures on elevation at Tongguan;
不同措施对潼关高程影响实例分析
2.
After 2 years operation of the Sanmenxia Reservoir, the elevation at Tongguan run sharply up.
三门峡水库蓄水运用2年后,潼关高程急剧抬升。
3.
The elevation at Tongguan,a datum point of the Lower Weihe River with a distance of 113km from the Sanmenxia dam,was raised by 5.
本文分析了三门峡水利枢纽运用以来潼关高程的变化及其对渭河下游泥沙淤积的影响 ;阐述了潼关高程居高难下的原因 ;提出了遏止渭河下游淤积的对策首要的是要降低潼关高程 ,当务之急是 :改变三门峡枢纽运用方式和潼关至河段机械挖泥 ,汛期有条件低水位发电 ,非汛期限制水位 316m ;进一步扩大三门峡枢纽的泄流规模以及进行渭河流域的治
补充资料:及第后答潼关主人
【诗文】:
本欲云雨化,却随波浪翻。一沾太常第,十过潼关门。
志力且虚弃,功名谁复论。主人故相问,惭笑不能言。



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【出处】:
全唐诗:卷370-17
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