Investigation of the elevation of saltwater wedge due to subsurface dams     

Qinpeng Chang  Tianyuan Zheng  Youyuan Chen  Xilai Zheng  Marc Walther 《水文研究》2020,34(22):4251-4261

Subsurface dams are rather effective and used for the prevention of saltwater intrusion in coastal regions around the world. We carried out the laboratory experiments to investigate the elevation of saltwater wedge after the construction of subsurface dams. The elevation of saltwater wedge refers to the upward movement of the downstream saltwater wedge because the subsurface dams obstruct the regional groundwater flow and reduce the freshwater discharge. Consequently, the saltwater wedge cannot further extend in the longitudinal direction but rises in the vertical profile resulting in significant downstream aquifer salinization. In order to quantitatively address this issue, field-scale numerical simulations were conducted to explore the influence of various dam heights, distances, and hydraulic gradients on the elevation of saltwater wedge. Our investigation shows that the upward movement of the saltwater wedge and its areal extension in the vertical domain of the downstream aquifer become more severe with a higher dam and performed a great dependence on the freshwater discharge. Furthermore, the increase of the hydraulic gradient and the dam distance from the sea boundary leads to a more pronounced wedge elevation. This phenomenon comes from the variation of the freshwater discharge due to the modification of dam height, location, and hydraulic gradient. Large freshwater discharge can generate greater repulsive force to restrain the elevation of saltwater wedge. These conclusions provide theoretical references for the behaviour of the freshwater–seawater interface after the construction of subsurface dams and help optimize the design strategy to better utilize the coastal groundwater resources.  相似文献   

Reconstruction of the springtime East Asian Subtropical Jet and Western Pacific pattern from a millennial-length Taiwanese tree-ring chronology     

W. E. Wright  B. T. Guan  Y.-H. Tseng  E. R. Cook  K.-Y. Wei  S.-T. Chang 《Climate Dynamics》2015,44(5-6):1645-1659

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Remote estimation of terrestrial evapotranspiration by Landsat 5 TM and the SEBAL model in cold and high‐altitude regions: a case study of the upper reach of the Shule River Basin,China          下载免费PDF全文

Yaping Chang  Yongjian Ding  Qiudong Zhao  Shiqiang Zhang 《水文研究》2017,31(3):514-524

Evapotranspiration (ET) is an important expenditure in water and energy balances, especially on cold and high‐altitude land surfaces. Daily ET of the upper reach of the Shule River Basin was estimated using Landsat 5 TM data and the Surface Energy Balance Algorithm for Land (SEBAL) model. Based on observations made at the Suli station, the algorithms of land surface temperature and soil heat flux in SEBAL were modified. Land surface temperature was retrieved and compared with ground truth via three methods: the radiative transfer equation method, the mono‐window algorithm, and the single‐channel method. We selected the best of these methods, mono‐window algorithm, for estimating ET. The average error of daily ET estimated by the modified SEBAL model and measured by the eddy covariance system was 16.4%, with a root‐mean‐square error of 0.52 mm d^?1. The estimated ET means were 3.09, 2.48, and 1.48 mm d^?1 on June 9 (DOY 160), June 25 (DOY 176), and July 27 (DOY 208) of the year 2010, respectively. The average estimated ET on the glacier surface of all days was more than 3 mm d^?1, a measurement that is difficult to capture in‐situ and has rarely been reported. This study will improve the understanding of water balance in cold, high‐altitude regions. Copyright © 2016 John Wiley & Sons, Ltd.  相似文献   

Measurement of stream cross section using ground penetration radar with Hilbert–Huang transform          下载免费PDF全文

Yen‐Chang Chen  Su‐Pai Kao  Jhong‐Hua Wu 《水文研究》2014,28(4):2468-2477

This study presents a new method to measure stream cross section without having contact with water. Compared with conventional measurement methods which apply instruments such as sounding weight, ground penetration radar (GPR), used in this study, is a non‐contact measurement method. This non‐contact measurement method can reduce the risk to hydrologists when they are conducting measurements, particularly in high flow period. However, the original signals obtained by using GPR are very complex, different from studies in the past where the measured data were mostly interpreted by experts with special skill or knowledge of GPR so that the results obtained were less objective. This study employs Hilbert–Huang transform (HHT) to process GPR signals which are difficult to interpret by hydrologists. HHT is a newly developed signal processing method that can not only process the nonlinear and non‐stationary complex signals, but also maintain the physical significance of the signal itself. Using GPR with HHT, this study establishes a non‐contact stream cross‐section measurement method with the ability to measure stream cross‐sectional areas precisely and quickly. Also, in comparison with the conventional method, no significant difference in results is found to exist between the two methods, but the new method can considerably reduce risk, measurement time, and manpower. It is proven that the non‐contact method combining GPR with HHT is applicable to quickly and accurately measure stream cross section. Copyright © 2013 John Wiley & Sons, Ltd.  相似文献   

Estimation of building damage rates from future earthquakes in Taiwan in terms of MMI     

Kuei-Pao Chen  Wen-Yen Chang 《Natural Hazards》2015,79(1):645-660

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RETRACTED ARTICLE: Changes in the characteristics of atmosphere–ocean interactions over the South China Sea during summer     

Hye-Yeong Jang  Sang-Wook Yeh  Eun-Chul Chang  Baek-Min Kim 《Climate Dynamics》2014,43(7-8):2311-2311

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Effects of Interface Behavior on Fracture Spacing in Layered Rock     

Xu Chang  Jianhua Wang  Chunan Tang  Zhongliang Ru 《Rock Mechanics and Rock Engineering》2016,49(5):1733-1746

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不同大尺度强迫条件下考虑初始场与侧边界条件不确定性的对流尺度集合预报试验   总被引：5，自引：0，他引：5  

庄潇然  闵锦忠  蔡沅辰  朱浩楠 《气象学报》2016,74(2):244-258

研究了不同大尺度强迫条件下的暴雨个例中,考虑不同尺度特征的初始扰动与侧边界扰动相互作用构造对流尺度集合预报的可行性,为进一步构建“自适应”于不同强对流天气的对流尺度集合预报系统提供依据。结果表明,在大尺度强迫显著的个例1中,以大尺度扰动信息为主的动力降尺度的增长趋势较集合转换卡尔曼滤波(ETKF)更为显著,且总扰动能量在预报中后期超过集合转换卡尔曼滤波,而在大尺度强迫较弱的个例2中,集合转换卡尔曼滤波扰动能量始终高于动力降尺度。此外,当大尺度强迫显著时,初始扰动与侧边界扰动相匹配会产生相互促进的作用,而不匹配时初始扰动会在预报中后期抑制侧边界扰动的发展,当大尺度强迫较弱时,即使是互相间不匹配的初始扰动与侧边界扰动也能在大部分预报时段起到相互促进的作用,说明初始扰动与侧边界扰动的相互作用机制不仅与天气形势相关,也与二者是否匹配挂钩,另外,扰动的发展特征同样依赖于天气形势;从集合离散度的角度来看,当大尺度强迫明显时,侧边界扰动的作用会在更短的时间内取代初始扰动,从而对离散度起到主导地位;两种初始扰动方法相比,集合转换卡尔曼滤波在多数情况下对总离散度的贡献均大于动力降尺度;从降水量预报及概率预报情况来看,大尺度强迫明显的个例可预报性更高,且各集合成员间的差异较小,大尺度强迫较弱的个例则相反,且当两种初始扰动方案与侧边界扰动相结合时,较仅侧边界扰动均有一定提高。   相似文献   

Northern Hemisphere winter storm track trends since 1959 derived from multiple reanalysis datasets     

Edmund K. M. Chang  Albert M. W. Yau 《Climate Dynamics》2016,47(5-6):1435-1454

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一次江淮气旋复杂降水相态特征及成因分析   总被引：1，自引：0，他引：1  

刘畅  杨成芳  宋嘉佳 《气象科学》2016,36(3):411-417

本文应用常规探空资料、地面观测资料、欧洲中心细网格(0.25°×0.25°)数值预报初始场资料和NCEP/NCAR 1°×1°再分析资料分析了山东一次江淮气旋降雪过程的复杂相态特征,并初步分析了成因。结论如下:(1)山东省2014年2月16—17日的雨雪天气过程,降水相态多样性和相态转化复杂性是主要特点,表现为同一时刻雨、雪和雨夹雪三种相态共存,郯城站降水相态逆转(由雨夹雪转雨再转雪),鲁东南地区降雪同时鲁西南地区降雨的"东雪西雨"现象。(2)在系统发展不强的江淮气旋降雪过程中,鲁中山区相对高海拔地区夜间强烈的辐射降温和山脉迎风坡的动力抬升作用均会造成边界层温度的降低,后期对流层低层为东北风控制时,除鲁中山区外,其迎风坡东麓或东北麓(潍坊地区)出现固态降水可能性也较大,一般情况下,地面2 m温度为1~2℃,1 000 hPa温度为0℃左右,925 hPa温度为-3℃左右,可出现固液共存降水现象。(3)相态逆转现象的发生与江淮气旋发展阶段和气温日变化两个因素紧密相关。0℃层在925 hPa上下的状态是一种临界状态,可产生雨夹雪或雨,但0℃层高度下降不是由雨转雪的充分条件,还需考察冷平流发展情况。(4)当江淮气旋生成地偏东(位于长江口附近),且发展不强烈时,山东若受其影响产生降水,后期上游如有新系统发展,可能与气旋共同影响山东,造成复杂相态的江淮气旋降雪过程。  相似文献