海南岛潮汐汊道的现代沉积特征研究*

海南岛存在着大量港湾溺谷型和砂坝泻湖型潮汐汊道。本文以两类潮汐汊道的典型──三亚砂坝泻湖型潮汐汊道和洋浦港湾溺谷型潮汐汊道为例,分析了两类潮汐汊道的成因和地貌发育体系;研究了两类潮汐汊道的现代沉积特征(粒度、重矿、地球化学、有孔虫);对比了两类潮汐汊道的发育模式和沉积模式;探讨了两类潮汐汊道的稳定性。     

江苏吕四小庙洪淹没性潮汐汊道的稳定性

运用沉积学、地貌学和海洋动力学方法，对小庙洪水道进行了历史演变、现代动态及稳定性分析，提出淹没性潮汐道的稳定性。淹没性潮汐道的开发利用必须顺应汊道自然演变规律，并考虑其内部稳定性差异。     

渤海湾淤泥质海岸潮汐汊道的发育过程

本文以黄河三角洲沿岸为例，论述淤泥质海岸上潮汐汊道的发育过程。研究表明，淤泥质海岸潮汐汊道与废弃河口深化化有密切关系。它的外侧海岸是在高海面时形成并被现代动力过程所切割的贝壳砂堤或砂堤。     

珠江河网分形机理研究

以不同时期珠江网河历史地图及遥感影像为基础,进行了河网分形计算,并从河道发育、人为活动等多个角度分析了珠江网河分形机理。在发育过程中,1883-2001年间河网分维值逐渐减小;在空间上,正干水道中潮道分维值大于分汊河道。分析认为,人为活动是导致珠江网河分形变化的主要因素:联围筑闸消灭横向支汊、口门整治及河道固化减小了河道冲决的几率、河道挖沙引起的水沙分流比变化改变了河道冲淤特性。     

湛江港潮汐汊道落潮三角洲沉积动力过程

湛江港是华南海岩规模最大的中潮溺谷湾型潮汊道港湾，口外发育规模巨大、形态典型的落潮三角洲。依据据现场调查资料分析，落潮三角洲具有马蹄形浅滩包围中央深槽的地貌结构，由中心至周边为粗砂至极细砂同心半圆带状分布的表层沉积分布，中央深槽落潮流动力为主，周边浅滩波潮流动力为主的动力场结构。     

非均质条件下珠江口潮汐湿地地下水流动特征

开展非均质条件下潮汐湿地中地下水流动特征研究,成为深入揭示潮汐湿地水循环及物质循环过程的重要前提。以广州南沙区的河畔潮汐湿地为对象,基于放射性氡同位素示踪技术考察含水层非均质情况下地下水的流动特征。结果表明：1）研究区介质干容重、介质孔隙度和介质氡释放（E_{rn}）呈现空间异质性,介质氡释放是导致介质氡平衡能力（[R_n{]}_{gw}）呈现显著空间异质性（2 210.15~7 700.33 Bq/m³）的主要因素。2）非均质条件下地下水流动呈现显著的分区特征,根据氡的比活度可以划分为快速流动区和滞留区。其中,快速流动区地下水氡比活度较小,观测期内平均值为1 522.39 Bq/m³,地下水呈现由陆向海近似“U”型的流动模式。滞留区地下水氡比活度显著增大,观测期内平均值为3 858.40 Bq/m³,地下水受潮汐作用而滞留更久。滞留区地下水流动状态受潮高差影响,潮高差越大,潮汐对湿地地下水的整体驱动力越大,滞留区地下水渗出相对容易,反之滞留区地下水渗出较难。由此可见,潮汐湿地含水层介质的空间异质性是影响地下水流动特征的关键因素。     

南极长城站验潮站数据处理和潮汐特点初步分析

继在南极中山站建成我国南极首个永久性验潮站后,2012年1月在南极长城站又建成了我国南极第二个永久性验潮站。通过对长城站验潮站相关数据进行分析处理,得到了验潮基准系统的水准网平差结果和验潮仪零点标定结果,以及长城站附近海域海洋潮汐170个分潮的调和常数,并据此进行了潮汐预报,同时分析了长城站潮汐余水位的变化特征,探讨了利用附近的Antarctic Base Prat验潮站的余水位改正长城站潮汐预报的可行性,结果表明使用Antarctic Base Prat验潮站余水位改正长城站潮汐预报,可以显著提高长城站验潮站潮汐预报的精度,余水位改正后2014时段的潮汐预报中误差为±3.42 cm,明显好于改正前的预报中误差±10.43 cm。     

珠江河口区盐度变化周期特征分析——以磨刀门水道为例

珠江河口区具有三江汇流、八门入海的复杂河网,水动力条件存在多种不确定性,加之河口区水资源系统受快速城市化、河口挖沙与河道整治、上游水利工程调度、海平面上升等多重因素影响,盐水入侵现象异常复杂。选取磨刀门水道广昌站近10年来（2001―2011年）枯水期逐日及逐时盐度序列,应用小波分析方法,研究了珠江河口区―磨刀门水道盐度序列多时间尺度周期特征。研究结果表明：磨刀门水道盐度变化周期特征与潮汐周期特征一致,存在明显的日周期（24.6 h）、半月周期（14.8 d）及不明显的半日周期（12.3 h）、月周期（30 d）。     

南极验潮进展及中山站验潮策略

介绍了潮汐观测的方法、最新成果以及南极验潮的进展;分析了南极中山站潮汐观测现状,考虑了南极特殊的自然环境,并参考南极其他站的经验,为改进中山站目前的验潮系统提出了可行方案。     

白令海峡及其邻近海域潮汐潮能数值模拟

基于非结构三角形网格的FVCOM(Finite-Volume Coastal Ocean Model)海洋数值模式,对白令海峡及其邻近海域的潮汐、潮能进行数值模拟研究。模拟结果同验潮站和实测海流资料符合良好,较好地反映了白令海峡及其邻近海域的潮汐、潮流分布特征和运动状况。根据计算结果绘制了主要分潮的同潮图和潮流椭圆图,对该海域潮汐潮流特征进行了系统分析。结果表明,白令海陆架区、白令海峡和楚科奇海主要以M2分潮为主,而在诺顿湾海域以K1分潮为主,M2分潮潮流在白令海陆架东南部及阿纳德尔湾较强,K1分潮潮流在诺顿湾潮流达到最大值。在此基础上,对其潮汐能的传播与耗散进行分析,结果发现研究海域潮能通量较小,主要分潮在研究海域潮能耗散总量约为751 MW,M2潮能耗散占该总量的52%,K1潮能耗散占38%,潮能进入白令海陆架后,M2分潮主要在圣劳伦斯岛以南陆架区耗散,K1分潮主要在诺顿湾海区耗散。     

人类活动对磨刀门水道河床地形和潮汐动力的影响

基于实测地形和水文资料,探讨人类活动对近期磨刀门水道河床地形和枯季潮汐动力变化的影响。研究结果表明:(1) 磨刀门上游河段大规模河床挖沙引起河床高程显著降低,水深增大,河槽容积增加,底坡降减小;口门围垦整治导致磨刀门口门区水域面积变小,入海口门向海延伸,入海水道增深。(2) 磨刀门水道河床地形变化引起枯季潮汐动力发生变化:上游河段低潮位降低,潮差增大,进潮量增加,潮汐动力明显增强;口门区潮差减小,横洲水道潮能汇聚,水位壅高;水面坡降减小,潮波传播速度增加,咸水界上移。     

甬江河床演变及航道治理

本文分析甬江动力、泥沙、边界及河床演变的基本特征,提出甬江航道整治的原则和措施。     

Spatiotemporal differentiation and development process of tidal creek network morphological characteristics in the Yellow River Delta

Tidal creeks are the main channels of land-sea ecosystem interactions, and their high dynamics are an important factor affecting the hydrological connectivity of tidal flats.Taking the Yellow River Delta as the research area, we selected remote sensing images obtained during five periods from 1998 to 2018 as the data sources. Based on the spatial analysis function in GIS, the typical morphological characteristics of tidal creeks, such as the level,length, density, curvature, bifurcation ratio, and overmarsh path length(OPL), were extracted to characterize the degree of development of the tidal creeks in the Yellow River Delta wetlands. The spatio-temporal evolution of the tidal creeks was studied, and the development process and the characteristics of the tidal creeks during the different stages of development were investigated. The results revealed that(1) The number, density, and bifurcation ratio of tidal creeks exhibit an increasing trend, but the growth of the trend is slowing. The number of tidal creeks increased by 44.9% from the initial stage of the Yellow River diversion to the late stage of the wetland restoration, but it only increased by 26.2% from the late stage of the wetland restoration to the slow expansion of the Spartina alterniflora.(2) The curvature of the tidal creeks on the landward side is greater than that on the seaward side.(3) The development degree of tidal creek has spatial heterogenetiy, which is Area Ⅲ Area Ⅱ Area Ⅰ.(4)The drainage efficiency is significantly correlated with the tidal creak density and bifurcation ratio. Based on the analysis of the various morphological parameters and the drainage efficiency, it was found that after the rapid change in the tidal creek system in the early stage, the tidal creeks entered a state of slow change, and the development state of the tidal creeks tends to be in dynamic balance. The results of this study are expected to provide scientific support for the sustainable development and utilization of coastal tidal flats.     

黄河三角洲潮沟网络形态特征的时空分异规律及其发育过程

潮沟是陆海生态系统交互作用的主要通道,具有高度的时空动态性。以黄河三角洲新旧河道为界,划分黄河北岸（Ⅰ区）、南岸东（Ⅱ区）、南岸西（Ⅲ区）为对比研究区,选择1998—2018年5个关键时间节点的遥感影像为数据源,利用GIS空间分析功能,定量表征了潮沟发育程度的典型形态特征参数,剖析了黄河改道、湿地恢复工程和外来物种入侵等因子对潮沟发育过程的影响,挖掘潮沟网络的时空演变规律。结果表明：① 潮沟的形态特征具有明显的时空异质性。从1998年黄河改道初期至2004年湿地恢复初期,Ⅰ区各等级潮沟数量大幅减少;由于潮滩淤进和互花米草固滩作用,Ⅱ区潮沟数量、密度、分汊率呈现增长趋势,在2013年互花米草的快速扩张期,潮沟曲率、分汊率明显增大;Ⅲ区潮沟发育的等级、长度、密度最大,等级间的转化频率最高,湿地恢复工程导致低等级潮沟数量、长度明显减少,较强的海洋动力抑制了潮沟曲流的发育。② 黄河改道和侧弯丁坝建设导致平均归槽长度（OPL）增大,潮沟网络的排水效率减少。互花米草的快速扩张使排水效率增大,OPL不断降低;潮沟发育程度Ⅲ区>Ⅱ区>Ⅰ区。③ 潮沟系统由快速变化青年期整体进入缓慢变化中年期,发育状态趋于动态平衡。研究成果有助于了解大范围潮沟的发育过程及演变机制,为沿岸潮滩开发与利用提供科学的决策支撑。     

黄河三角洲潮滩潮沟近期变化遥感监测

Integrating remote sensing, geographic information system (GIS) and fractal theory, change characteristics of tidal flats and tidal creeks in the Huanghe (Yellow) River Delta over the period of 1986-2001 were discussed. The results show that evolutions of tidal fiats throughout the Huanghe River Delta are influenced by various factors, and that progressive succession and regression of tidal flats concur in different coastal segments of the delta. Human activities have played an increasingly important role in the succession process of tidal flats. Due to land reclamation in coastal zones of the delta in the last 15 years, lots of tidal flats were occupied, the artificial coastline migrated seaward (the maximum change rate was 0.8 kmyr^-1) and tidal creeks became sparser (the highest decreasing rate of length of tidal creeks was 14.9 kmyr^-1). Except for two coastal segments from the Tiaohe Estuary to the 106 Station and from the south of the Huanghe River mouth to the north of the Xiaodao River Estuary,fractal dimension values of tidal creeks in the remaining coastal segments of the delta decreased. In addition, the time dimension, sediment fluxes into the sea, waves and tidal-currents have profound influences on the evolution process of tidal flats. Four types of tidal flats-river-dominated tidal flats,tide-dominated tidal flats, wave-dominated tidal flats and man-dominated tidal flats can be identified.Owing to the intensification of human activities in coastal zones of the delta, man-dominated tidal flats have become the main kind of tidal flats.     

三角洲感潮河段洪潮水位频率分析方法的初步研究

根据珠江三角洲感潮河段年最高洪潮水位存在长期上升趋势的事实，提出了河口区感潮河段洪潮水位频率分析一种新的计算方法，新方法的分析结果表明，未来不同年代同频率的设计洪潮水位各不相同，也存在相应的长期变化趋势。以灯笼山站为例，新方法计算的2030年和2050年的百年一遇设计洪潮水位分别为3.12m和3.28m，比传统频率分析方法计算的结果分别高出0.24m和0.40m。建立有关部门在制定河口区的防洪标准时，根据洪潮水位的长期变化趋势作相应的动态调整，以适应河口区洪潮水位变化的实际情况。     

珠江三角洲干流汊道泥沙分配及变化--以西、北江三角洲为例

通过对６０年代和９０年代珠江三角洲河网典型汊河泥沙分配变化的对比分析,认为（１）珠江河口区的泥沙主要来自陆相径流挟带的下行泥沙和随潮流挟带的上溯泥沙,其中径流及其挟带的泥沙是现代珠江三角洲建造过程中的基本动力和物质,起着主导作用,而珠江河口区由径流挟带的悬移质泥沙又主要来自西江。（２）西北江干沙处于逐年淤积的总趋势,其中河流段冲淤变化不大,过渡段有冲有淤,以淤为主,潮流段由是普遍淤积。（４）海平面     

Morphological evolution of the Dee Estuary, Eastern Irish Sea, UK: A tidal asymmetry approach

Asymmetry in the tide (unequal ebb and flood duration) is a dominant factor in causing residual sediment transport and morphological changes in estuaries. The evolution of estuarine morphology is a process of dynamic equilibrium in the short-term, while these features are ephemeral in the long-term. In this study we investigate the spatial distribution of tidal distortion and asymmetry in the Dee estuary, UK, by 3-dimensional numerical modelling methods. High resolution LIDAR surveys are used to underpin and explain our numerical modelling results in terms of basin hypsometry and areas of recent erosion and deposition. Harmonic analysis of the numerical modelling results showed that the shallower intertidal areas (sand and mud banks) were the most tidally asymmetric, showing flood dominance. The main navigation channels showed some ebb dominance but the tides here were relatively undistorted. This overall flood dominance is likely to induce net sediment import to the Dee, which explains known historical morphological changes (large scale accretion over the last two centuries) and also recent morphological changes as seen from the LIDAR surveys (which show predominantly net accretion between 2003 and 2006). Hypsometrical analysis suggests the Dee may be approaching equilibrium, and that the flood dominance and sedimentation rate may therefore decrease in the future. In an infilling estuary, an increase in the area and elevation of tidal flats can eventually shift an estuary towards ebb dominance, as shown by previous research and by ‘idealised estuary’ modelling results presented in this study. The large tidal amplitude to hydraulic depth ratio of the Dee, however, suggests that the tidal flats would have to be very extensive indeed for this to occur.     

杭州湾北部潮流冲刷槽演变的分析

潮流冲刷槽是河口湾中重要的地貌类型。杭州湾是一个强潮海湾，它的北部在潮流作用下形成的冲刷槽具有典型性。本文通过动力、地貌和沉积相结合方法，在冲刷槽几何形态和动态特征分析基础上，论证了冲刷槽水流结构和泥沙输移，并指出冲刷槽在潮流作用下，纵向延伸和垂向增深较小，处于基本稳定状态，为港口建设提供依据。