碍航礁石河段最低通航水位和整治效果分析
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Designed lowest navigable level of navigation obstruction reef reach and regulation effect
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    摘要:

    为解决三峡库尾河段内危害大型船队安全航行的礁石碍航河段,提高三峡水库的航运效益,把重庆九龙坡以下的三峡库区河段规划为3.5 m×150 m×1 000 m的航道尺度。在三峡水库新的蓄水条件下,对拟实施的长江三峡水库变动回水区碍航礁石炸除工程河段进行设计最低通航水位校核,采用长河段一维水流数学模型研究整体炸礁方案对最低通航水位的影响,并对炸礁方案实施后的整体效果进行校核。炸礁方案实施后,除王家滩因忠水碛碛翅淤积外,最低通航水位下炸礁河段航道尺度基本能够达到规划的标准;断面水力指标组合均满足3 000吨级船舶自航上滩的临界条件。

    Abstract:

    In order to solve the problem of navigation-obstruction mechanism of large ships sailing in the reservoir tail reach and improve the shipping benefit of the three gorges reservoir,we planned the channel dimensions of three Gorges reservoir area downstream Chongqing Jiulongpo as 3.5 m×150 m×1 000 m.Under the new impoundment of three Gorges reservoir conditions,we check the designed lowest navigable level of navigation-reef river of the Three Gorges fluctuating backwater area,probe into the influence of regulation scheme on the designed lowest navigable level by a long reach one-dimensional flow model,and check the overall effect of regulation scheme.After implementation of the rock-blasting scheme,the channel under the designed lowest water level meets basically the planned standard except for Wangjiatan section,and the sectional hydraulic indices combination meet the 3 000 ton ships self-propulsion critical condition on the beach.

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何 洋,张帅帅.碍航礁石河段最低通航水位和整治效果分析[J].水运工程,2015(6):137-142.

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  • 在线发布日期: 2015-06-17
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