Evolutions of hydrodynamics and sediment transport pattern in the Qiantang Estuary (China) in response to multidecadal embankment constructions

IF 2.6 3区 地球科学 Q1 MARINE & FRESHWATER BIOLOGY
Wei Li , Yiming Zhang , Peng Hu , Fuyuan Chen , Zhiguo He
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Abstract

Since the late 1960s, large-scale coastal embankments have been constructed along the Qiantang Estuary (QE, China) covering both the Qiantang River (QR) and the Hangzhou Bay (HZB) to reduce the tidal prism and thus stabilize the channel. While most previous studies have reported their relevant impacts on hydrodynamic and sediment transport in the HZB, a more comprehensive investigation covering the whole QR + HZB system remains lacking, so as a quantitative analysis of the tidal prism and the channel stability. Therefore, numerical case studies have been conducted to examine evolutions of hydrodynamics and sediment transport of the QR + HZB system in response to different coastal embankments (i.e., no embankment as in 1958; QR embankment as in 1984; QR embankment + part of HZB embankment as in 2004; both QR and HZB embankment as in 2016). It is shown that the flood tidal asymmetry in the QR and the tidal range in the HZB are significantly increased, implying an intensified tidal distortion and thus a strengthened river role after embankments. While this intensification does not change the direction (from HZB to QR) of the net sediment transport, all of the sediment exchange rates [e.g., the landward (during flood tides) and seaward (during ebb tides) sediment transport volumes, as well as the net sediment transport rate between them] exhibits obvious decreasing trends. In addition, strong deposition is observed in the Jianshan (JS) reach, which has led to further increase of the underwater giant sandbar. The constructions of embankments have facilitated the initial goal of reducing tidal prism in most part of the QR + HZB system, except some local parts of the HZB, where increased tidal prism can be observed as the effect of the enlarged tidal range overwhelms that of embankments. Moreover, the channel stability was greatly improved as the mainstream has been mostly converged to the reach centerline and the width-depth ratio of the channel has been considerably reduced. The present investigation of the QE regulation could be indicative for the management of other estuaries in the world.
钱塘江河口(中国)水动力和泥沙输移模式随多年堤防建设的变化
自 20 世纪 60 年代末以来,钱塘江口(中国钱塘江)沿岸修建了大规模的沿海堤坝,覆盖钱塘江和杭州湾,以减小潮汐棱角,从而稳定河道。尽管之前的大多数研究都报告了它们对杭州湾水动力和泥沙输运的相关影响,但仍缺乏对整个钱塘江+杭州湾水系进行更全面的调查,以对潮汐棱镜和航道稳定性进行定量分析。因此,我们开展了数值案例研究,考察 QR + HZB 系统在不同沿岸堤坝(即 1958 年无堤坝;1984 年 QR 堤坝;2004 年 QR 堤坝 + 部分 HZB 堤坝;2016 年 QR 和 HZB 堤坝)作用下的水动力和泥沙输运演变。结果表明,QR 的洪水潮汐不对称性和 HZB 的潮汐范围都明显增大,这意味着潮汐扭曲加剧,从而加强了堤防后的河流作用。虽然这种加剧并没有改变净泥沙输运的方向(从 HZB 到 QR),但所有的泥沙交换率[例如,向陆(洪潮期间)和向海(退潮期间)的泥沙输运量,以及它们之间的净泥沙输运率]都呈现出明显的下降趋势。此外,尖山(JS)河段出现了强烈的沉积现象,导致水下巨型沙洲进一步增大。在 QR+HZB 系统中,除了 HZB 的局部地区,由于潮差的扩大压倒了堤坝的作用,潮汐棱镜增加,堤坝的修建促进了大部分地区潮汐棱镜的减少。此外,由于主流大部分已汇聚到河道中心线,河道的宽深比也大大降低,因此河道的稳定性大大提高。本次对 QE 调节的研究可为世界其他河口的管理提供参考。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
CiteScore
5.60
自引率
7.10%
发文量
374
审稿时长
9 months
期刊介绍: Estuarine, Coastal and Shelf Science is an international multidisciplinary journal devoted to the analysis of saline water phenomena ranging from the outer edge of the continental shelf to the upper limits of the tidal zone. The journal provides a unique forum, unifying the multidisciplinary approaches to the study of the oceanography of estuaries, coastal zones, and continental shelf seas. It features original research papers, review papers and short communications treating such disciplines as zoology, botany, geology, sedimentology, physical oceanography.
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