基于挟沙力的三峡水库泥沙淤积形态分析          下载免费PDF全文

李文杰  李娜  杨胜发  王涛 《水科学进展》2016,27(5):726-734

三峡水库蓄水运用后,泥沙淤积主要分布在常年库区的宽谷和弯道,峡谷则无累积性淤积。基于实测资料计算了三峡成库前（2001年）和成库后（2003-2011年）的挟沙力,结果表明挟沙力随着不同运行阶段坝前水位的抬高而逐步降低,宽谷河段降低幅度较大,峡谷河段降低幅度较小,泥沙淤积比率逐步增大。宽谷河段挟沙力普遍降至含沙量以下而发生淤积,峡谷河段挟沙力仍大于含沙量而无累积性淤积。流量越大,宽谷河段的挟沙力越小于含沙量,而峡谷河段的挟沙力越大于含沙量,表明宽谷河段淤积主要发生在汛期,而峡谷河段汛期以冲刷为主。由于细颗粒泥沙絮凝沉降以及黏性淤积物难以冲刷,恢复饱和系数淤积取1、冲刷取0.01得到的沿程淤积量计算值与实测值吻合较好。弯道河段计算的淤积量与实测值差异较大,表明弯道河段二维特征明显,利用一维的挟沙力计算淤积量不能适用。  相似文献   

Tide and current observations in the central Chukchi Sea during the summer of 2012     

Huiwu Wang  Na Liu  Hongxia Chen 《中国海洋大学学报(英文版)》2016,15(2):201-208

Current data from a moored Acoustic Doppler Current Profiler(ADCP) deployed at 69?30.155′N,169?00.654′W in the central Chukchi Sea during 2012 summertime is analyzed in the present paper.Characteristics of tidal and residual currents are ob-tained with Cosine-Lanczos filter and cross-spectral analyses.The main achievements are as follows:1) Along with the local inertial frequency of 12.8 h,two other peaks at ~12-h and ~10-d dominate the time series of raw velocity;2) The M_2 dominates the 6 resolved tide constituents with significant amplitude variations over depth and the ratios of current speed of this constituent to that of the total tidal current are 54% and 47% for u and v components,respectively.All the resolved tidal constituents rotate clockwise at depth with the exception of MM and O1.The constituents of M_2 and S_2 with the largest major semi-axes are similar in eccentricity and orientation at deeper levels;3) The maximum of residual currents varies in a range of 20–30 cms~(-1) over depth and the current with lower velocities flow more true north with smaller magnitudes compared to the current in surface layer.The ~10 d fluctuation of residual current is found throughout the water column and attributed to the response of current to the local wind forcing,with an approximate 1.4 d lag-time at the surface level and occurring several hours later in the lower layer;4) Mean residual currents flow toward the north with the magnitudes smaller than 7 cms~(-1) in a general agreement with previous studies,which suggests a relatively weaker but stable northward flow indeed exists in the central Chukchi Sea.  相似文献   

Biological characteristics of the nitrobenzene-degrading strain NB1 during bioaugmentation of nitrobenzene-contaminated groundwater     

Yonglei An  Jialu Li  Na Liu 《Environmental Earth Sciences》2016,75(5):360

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The Effect of Concrete Deformation on Displacement of an Axially Loaded Drilled Shaft     

Dongwook Kim  Hobi Kim  Kyung Joon Shin 《Marine Georesources & Geotechnology》2016,34(2):116-126

This article presents the settlement of drilled shafts resulting from their structural deformations. Although drilled shafts are widely used as foundations for settlement-sensitive structures such as bridges and high-rise buildings, the structural deformations of drilled shafts are not typically taken into account in the design process. However, if unexpected structural deformations of drilled shafts cause additional settlement to the foundation, the serviceability of the superstructure can be jeopardized. Unfortunately, very few research efforts have been made to quantify the structural deformation of drilled shafts; this needs to be addressed to accurately predict the settlement of drilled shafts. In this study, we investigate the effect of structural deformation on displacement of axially loaded drilled shafts. Finite element analyses were performed to quantify the structural deformation of drilled shafts. The analysis results indicated that the structural deformation of drilled shafts could be quite significant for long drilled shafts. The main factors that affected the structural deformation of drilled shafts were found to be pile length, the material properties of drilled shafts, and the relative humidity of surrounding soil. An approximate equation is proposed to estimate the long-term deformation of drilled shafts.  相似文献   

Two new species of the genus <Emphasis Type="Italic">Cobitis</Emphasis> Linnaeus (Teleostei: Cobitidae) from southern China     

陈咏霞  隋晓云  梁娜  陈毅峰 《中国海洋湖沼学报》2016,34(3):517-525

Two new species of the genus Cobitis from southern China, C. hereromacula from the Luohe River in Guangdong Province and C. baishagensis from the Nandujiang River in Hainan Province, are described and illustrated here. C. hereromacula can be distinguished from its congeners by possessing the following combination of characteristics: absence of the second and third pigmentary zones of Gambetta; 13–16 oval blotches on the dorsum and 10–13 vertical, elongated triangular blotches below the midlateral line with more than 20 vertical dark brown bars between them; 6–7 narrow rows of dark spots on the caudal fin; a vertical oval spot smaller than the eye diameter on the upper part of the caudal peduncle; pointed mental lobes of the lower lip pointed with a slightly filiform tip; one slender and long needle-shaped lamina circularis at the base of the first branched ray of the male pectoral fins. C. baishagensis can be distinguished from its congeners by the fourth Gambetta zone being covered by 10–12 transverse elongated blotches; 4–5 narrow rows of dark spots on the caudal fin; a vertical blotch smaller than the eye diameter on the upper part of the caudal peduncle; males with a slender and long needle-shaped lamina circularis at the second branched pectoral fin ray in males; large scales with a slightly large focal zone; undeveloped mental lobes with a lower lip that does not end posteriorly in a filiform tip.  相似文献   

鄂尔多斯盆地南部地区延长组深水沉积构造特征及地质意义     

王振  张元福  张娜  高勇  焦朝维  白一鸣  张博文  魏康强 《现代地质》2018,32(1):121

鄂尔多斯盆地南部地区上三叠统延长组长7段发育有典型的重力流沉积。对野外露头剖面进行大量调查研究,发现研究区重力流沉积发育丰富的沉积构造,底层面构造、软沉积变形构造是主要的两种类型。这种深水沉积构造组合能够很好地揭示研究区广泛发育的一定坡度背景下深水重力流沉积体系。滑移-滑塌沉积、砂质碎屑流沉积、浊流沉积是研究区发育最为广泛的深水重力流沉积类型,滑移-滑塌及软沉积变形构造为触发机制沉积响应,底层面构造为砂质碎屑流沉积及浊流沉积响应。综合分析研究区地层发育的大量凝灰岩夹层、深水泥岩中发育的植物碎屑、深水砂岩中发育的大量浅黄色泥砾等沉积特征,认为地震、火山喷发及季节性洪水为研究区深水重力流沉积最有利的触发因素。  相似文献   

Preparation of integrative cubes as a novel biological permeable reactive barrier medium for the enhancement of in situ aerobic bioremediation of nitrobenzene-contaminated groundwater     

Na Liu  Yuting Zhang  Yonglei An  Liu Wang 《Environmental Earth Sciences》2018,77(19):707

Recent studies have indicated that in situ aerobic bioremediation is one of the most effective methods for remediating groundwater contaminated with nitrobenzene (NB). Aerobic bioremediation is largely dependent on the maintenance of adequate dissolved oxygen (DO) levels in the groundwater. Traditional in situ aeration has various disadvantages, such as high operational costs and nonuniform aeration. In this study, integrative cubes were prepared and utilized as a novel biological permeable reactive barrier (bio-PRB) medium to enhance the aerobic bioremediation of NB-contaminated groundwater. The results revealed an NB removal rate greater than 98.68% after 15–20 days of continuous oxygen release from the bio-PRB medium. DO concentrations reached 8.0 mg/L during treatment, and NB-degrading bacteria were able to tolerate a range of pH conditions. This multifaceted bio-PRB medium can simultaneously adsorb and biodegrade NB, release oxygen, and neutralize the pH with phosphate buffer. The results of this study suggest that this bio-PRB medium represents a highly effective in situ bioremediation method for NB-contaminated groundwater.  相似文献   

Examination of the structural characteristics arising in gypsums by the GPR and MASW methods (Sivas,Turkey)     

Naşit Darıcı  Sevda Özel 《Natural Hazards》2018,93(2):661-676

This study was performed at an area of 50?×?48 m² being defined as a new settlement in the northeast of Sivas. In the study, the discontinuities that are not deep and their geophysical characteristics were examined by the GPR and MASW methods. For interpretation, GPR cross sections were prepared as 2D–3D, and MASW cross sections were prepared as 2D. As for geophysical cross sections, about 10 m depth was examined. It was understood that the reflections observed in the form of hyperbolas in GPR cross sections correspond to areas having low S wave velocity (V_s) in MASW cross sections. It was understood that the S wave velocities are lower than 653 m/s, that the seismic velocities in between 653 and 275 m/s indicate partially deteriorated areas and that the S wave velocities of unweathered gypsums are higher than 1275 m/s at these low-velocity zones. Thus, it was thought that the fill material that may arise in the fracture, crack and deterioration areas arises from intercalation and clastic gypsum units, and that it plays a role in having low value S wave velocities. In all the geophysical cross sections, it was understood that the structures with gypsum are intense at the initial 5 m. And a fracture at the south of the study area, that it was estimated might be longer than 40 m, was determined as the largest gypsum structure. It was understood that this fracture starts from a depth of about 5 m in the west and that it slopes down to 7 m depth in the east. According to these results, it was understood that the damage amount arising in time in the gypsum structures from the effect of water may increase, the study area was defined as risky, and the required importance should be attached to these structures especially in foundation engineering.  相似文献   

准中1区三工河组二段低孔渗储层特征及主控因素     

李圣  王国芝  李娜  刘定坤 《世界地质》2018,37(3):873-881

通过岩芯观察、测井和录井资料、铸体薄片观察,研究准中1区三工河组二段储层特征及致密化因素。研究表明,储层砂体发育于水下分流河道、河口砂坝和远沙坝;储集岩以长石岩屑砂岩、岩屑砂岩为主;储集空间以次生溶孔为主,含少量原生孔隙,为孔缝型储层。储层受原生沉积相和后生成岩作用改造的双重控制。强烈的压实作用、钙质胶结是导致储层致密的主要因素,后期深埋溶蚀则是储层得以改造的关键控制因素。优质储层主要发育于水下分流河道,表现为粗粒、弱压实、弱钙质胶结、强溶蚀微观特征。  相似文献   

An Analysis of Programs Managed by Division of Geography,Department of Earth Sciences,National Natural Science Foundation of China     

Zhang Chaolin  Zheng Yuanming  Fan Wenjie  Shen Xiangjin  Zhang Jing  Ta Na  Peng Shuangyun 《地球科学进展》2018,33(12):1272-1281

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