[1]徐烁,国鑫.两网协同背景下通榆河大套至射阳河段最低通航水位研究[J].江苏水利,2026,(03):1-4.
　XU Shuo,GUO Xin.Research on the minimum navigation water level of the Tongyu River from Datao to Sheyang under the background of two-network collaboration[J].JIANGSU WATER RESOURCES,2026,(03):1-4.
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两网协同背景下通榆河大套至射阳河段最低通航水位研究()

《江苏水利》[ISSN:1006-6977/CN:61-1281/TN]

卷:
期数:
2026年03期
页码:
1-4
栏目:
水文水资源
出版日期:
2026-03-01

文章信息/Info

Title:
Research on the minimum navigation water level of the Tongyu River from Datao to Sheyang under the background of two-network collaboration
文章编号:
1007-7839（2026）03-0001-0004
作者:
徐烁; 国鑫
（江苏省水利工程科技咨询股份有限公司，江苏 南京 210029）
Author(s):
XU Shuo;  GUO Xin
（Jiangsu Water Conservancy Engineering Technology Consulting Co., Ltd., Nanjing 210029, China）
关键词:
供水河道; 通航水位; 两网协同; 通榆河
Keywords:
water supply channel;  navigation water level;  two-network collaboration;  Tongyu River
分类号:
TV123
文献标志码:
A
摘要:
基于两网协同理念，通榆河大套至射阳河段最低通航水位确定不仅关乎航道建设工程量，还需考虑水利规划供水保障等综合利用要求的影响。根据规范标准中最低通航水位计算方法计算通榆河阜宁（通）节点最低通航水位，并构建Mike一维水动力学模型计算通榆河大套至射阳河段在不同供水工况下水位情况。通过综合分析，得到相对合理的通榆河阜宁节点最低通航水位，为具有航运功能的流域性供水河道最低通航水位计算提供参考。
Abstract:
Based on the concept of two-network coordination, the determination of the minimum navigable water level in the Tongyu River section from Datao to Sheyang is not only related to the scale of waterway construction, but also must take into account the impacts of comprehensive utilization requirements such as water conservancy planning and water supply security. The minimum navigable water level at the Funing （Tong） node of the Tongyu River is calculated using the method specified in the relevant specifications. A MIKE 1D hydrodynamic model is established to simulate water levels in the Tongyu River section from Datao to Sheyang under different water supply conditions. Through comprehensive analysis, a relatively reasonable minimum navigable water level for the Funing node of Tongyu River has been obtained, providing a reference for the calculation of the minimum navigable water level for watershed water supply channels with navigation functions.

参考文献/References:

[1]WANG X Y，LI Y T. Study on the lowest navigablewater level[J]. Journal of Sichuan University（Engineering science Edition），2005，37：118-123.
[2]中华人民共和国交通部. 内河通航标准：GB 50139—2014[S]. 北京：中国交通出版社，2014.
[3]徐锡荣，白金霞，陈界仁，等. 韩江干流航道设计最低通航水位探讨[J]. 水利水电科技进展，2011，31（6）：66-68，79.
[4]赵燕. 内河航道设计最低通航水位推求探讨[J]. 中国水运，2022（10）：96-97.
[5]夏旭江，庄宁，徐兴年，等. 弯曲航道通航水流特性及船舶运动特性数值模拟[J]. 河海大学学报（自然科学版），2026，54（1）：138-147.

相似文献/References:

[1]赵永超,翟高勇,甄峰,等.考虑输水要求的通航水位分析[J].江苏水利,2025,(10):12.
　ZHAO Yongchao,ZHAI Gaoyong,ZHEN Feng,et al.Analysis of navigable water level considering water conveyance requirements: a case study of Chengzi River Waterway[J].JIANGSU WATER RESOURCES,2025,(03):12.

备注/Memo

备注/Memo:
收稿日期：2025-12-08
基金项目：江苏省水利科技项目（2022021）
作者简介：徐烁（1987—），女，高级工程师，博士，主要从事水旱灾害防灾减灾工作。E-mail:xushuo52@sina.com
更新日期/Last Update: 2026-03-01