Antioxidant system responses in two co-occurring green-tide algae under stress conditions     

王影  赵新宇  唐学玺 《中国海洋湖沼学报》2016,34(1):102-108

Green tides have occurred every year from 2007 to 2014 in the Yellow Sea. Ulva prolifera(Müller) J. Agardh has been identified as the bloom-forming alga,co-occurring with U. intestinalis. We observed distinct strategies for both algal species during green tides. U. prolifera exhibited a high abundance initially and then decreased dramatically,while U. intestinalis persisted throughout. The antioxidant system responses of these two macroalgae were compared in the late phase of a green tide(in-situ) and after laboratory acclimation. Lipid peroxidation and antioxidant system responses differed significantly between the two. Malondialdehyde and hydrogen peroxide contents increased significantly in-situ in U. prolifera,but not in U. intestinalis. In U. prolifera,we observed a significant decrease in total antioxidant ability(T-AOC),antioxidant enzymes(SOD and Apx),and non-enzyme antioxidants(GSH and As A) in-situ. U. intestinalis showed the same pattern of T-AOC and SOD,but its Gpx,Apx,and GSH responses did not differ significantly. The results suggest that U. prolifera was more susceptible than U. intestinalis to the harsh environmental changes during the late phase of a Yellow Sea green tide. The boom and bust strategy exhibited by U. prolifera and the persistence of U. intestinalis can be explained by differences in enzyme activity and antioxidant systems.  相似文献   

岷江上游槽谷曲流段大型古滑坡成因与复活性分析——以松潘县元坝子古滑坡为例   总被引：1，自引：1，他引：0       下载免费PDF全文

魏昌利  张瑛  冯文凯  杨志华  陈亮 《水文地质工程地质》2018,(6):141-141

岷江上游靠近分水岭部位的槽谷曲流河段,由于地壳抬升缓慢,河谷宽、岸坡缓,降雨量相对偏少,通常被认为发生大型滑坡的可能性较小。但通过笔者近年来的调查发现,在岷江上游红桥关至西宁关的槽谷曲流段两岸大型滑坡密集发育,且大多具有地震滑坡的特征,同时个别滑坡受后期江水冲刷、工程开挖等因素影响复活。文章选取其中较为典型的元坝子滑坡为例进行解剖,元坝子滑坡位于岷江曲流凹岸,长780 m,宽480 m,体积293×104 m3。通过地质分析、测年鉴定和数值模拟,认为该滑坡是历史地震引发的大型岩质古滑坡,其发展经历了斜坡裂缝、地震滑坡、河流下切和前缘复活等阶段。稳定性计算结果显示,目前滑坡整体天然工况下稳定性好,极端暴雨工况下欠稳定,受江水冲刷、降雨、融雪等因素影响,出现局部变形复活。建议应加强滑坡变形监测,避免整体滑动造成堵江、威胁成兰铁路安全。  相似文献   

FLAC3D在边坡数值分析及位移监测中应用     

张颖  孙兆涛  裴仲文 《探矿工程》2018,45(3):57-61

以辽宁省岫岩县某山头边坡为例,通过槽探、钻探、大型剪切试验等多种手段,找出合理潜在滑动面。利用FLAC3D软件对该边坡进行三维数值模拟,分析应力应变关系,得出变形较大及应力集中区域,同时利用强度折减法得出边坡的安全系数,评价其稳定性。将从边坡后缘张拉裂隙上布设的位移监测点采集到的数据,与数值模拟结果进行对比分析,验证数值模拟的可靠性,为边坡抗滑设计提供依据。  相似文献   

饱和黄土卸载特性影响因素研究          下载免费PDF全文

孙书勤  裴向军  袁广  张晓超  赵峥 《水文地质工程地质》2018,(2):59-63

黄土边坡开挖过程中常遇到边坡发生变形甚至破坏的情况,不同的开挖速率导致边坡的变形特征也不相同。通过饱和黄土的卸载三轴试验,研究固结围压及卸载速率对卸载状态下饱和黄土的应力-应变特性、孔隙水压力的发展及应力路径的影响。试验表明,固结围压越大,土体破坏所需的偏应力越大,抗剪强度越大;卸载速率越大,对应的偏应力峰值越大,抗剪强度越大。卸载速率相同时,土体卸载初期的超静孔压为负值,增大至正值后孔压的增长速率在其增大过程中逐渐减小;固结围压越大,土样剪切过程中对应的孔隙水压力越大。卸载三轴试验中,土体均表现为应变软化的特性;饱和黄土破坏时的应变均为1%~3%,且固结围压越高,破坏时的应变越小。固结围压相同时,卸载速率越大,孔压增长速率越快,但孔隙水压力值越小。  相似文献   

干湿循环作用下红土抗剪强度与微结构关系研究          下载免费PDF全文

张祖莲  梁谏杰  黄英  邱观贵  袁强 《水文地质工程地质》2018,(3):78-85

针对云南红土型水库因水位升降引起库岸土体干湿循环的客观实际,研究干湿循环作用下库岸红土抗剪强度与其微结构的变化规律,揭示二者之间的内在联系,为研究红土型库岸失稳提供依据。通过红土试样的干湿循环试验,模拟水库蓄水和库水位反复升降引起的库岸红土干湿循环作用。结果表明:（1）在一定初始干密度条件下,红土的黏聚力、内摩擦角和抗剪强度均随干湿循环次数的增加而非线性减小,但在干湿循环次数约10次时趋于稳定。（2）干湿循环作用导致红土微结构发生变化。当初始干密度分别为1.2,1.3,1.4 g/cm3、干湿循环次数达10次时,试样红土颗粒数量降幅依次为45.4%,38.2%,35.7%;孔隙率增幅依次为52.6%,45.9%,40.4%;孔隙面积增幅依次为64.4%,58.2%,50.8%。（3）在干湿循环作用下,红土黏聚力与红土颗粒的定向度和平均圆形度呈正相关关系,相关系数R分别为0.985和0.923。内摩擦角与孔隙率和孔隙面积呈反相关关系,相关系数R分别为-0.936和-0.912。干湿循环作用导致红土微结构的改变,从而引起红土宏观力学性质的变化。  相似文献   

包气带反硝化强度空间分布规律的整合分析          下载免费PDF全文

耿宏志  郇环  李鸣晓  张莹  张军军  席北斗 《水文地质工程地质》2018,(3):146-152

依据1970~2017年间发表的3955篇包气带反硝化强度相关论文,筛选出197组反硝化强度数据,利用整合分析,重点研究了包气带反硝化强度在典型生态类型（水平）和不同采样深度（垂向）的空间分布规律,识别了包气带反硝化强度的主控因素并研究其函数关系。结果表明:水平空间上,包气带表层0~0.5 m反硝化强度的分布特征显著,由大到小排序为:森林（8.03±0.21 mg/（kg·d））、农田（3.54±0.08 mg/（kg·d））、草地（3.38±0.12 mg/（kg·d））、湿地（2.32±0.23 mg/（kg·d））、沙漠（2.15±0.56 mg/（kg·d））。垂向空间上（6 m内）,各生态类型反硝化强度随深度的增加均呈“S”型变化规律。不同生态类型和不同采样深度下包气带反硝化强度的主控因素存在一定差异,主要为黏粒、有机质、全氮、硝态氮、有效磷,并给出了包气带反硝化强度与主控因素的回归方程。  相似文献   

郑州市地面沉降监测基岩标施工技术   总被引：3，自引：2，他引：1       下载免费PDF全文

王刚  李莹  黄烜  于丽 《探矿工程》2018,45(4):82-86

根据区域地质条件,郑州市地面沉降监测网基岩标建标场地选择在淮河西路与西三环交叉口东南600 m的河南省地质环境监测院内,建标深度为732 m。地质鉴别孔孔深780 m,孔径108 mm,全孔取心钻进,施工的重点是保证岩心采取率,采用泥浆护壁回转钻进,根据钻进层位的岩性不同配置不同特性的泥浆;基岩标标孔孔深780 m,孔径311 mm,施工的控制目标是孔身质量和垂直度。采用三牙轮钻头宝塔式钻具组合不取心钻进施工工艺。取得了较好的施工质量,创造了良好的效益。  相似文献   

青海南山地区角孔变质岩地质特征、年代学及其地质意义     

李佐臣  裴先治  李瑞保  裴磊  张永明  王旭斌  刘成军  陈有炘  王盟 《地质通报》2018,37(4):570-588

青海南山达不祖乎山北部一带的角孔变质岩系原划为早中三叠世隆务河组。通过野外实测地质剖面和路线地质调查,查明该套地层单元野外产出状态及岩石组合特征,并对其物质来源和形成时代进行分析,对进一步研究该区晚古生代-早中生代的构造演化具有重要意义。该套变质岩系为一套长石石英岩、石英岩、大理岩和黑云石英片岩组合,由下向上划分为3个岩段,叠置厚度大于3186.3m。根据碎屑锆石年龄分布特征,可大致划分为5个年龄组段,分别为250～304Ma、405～546Ma、649～1077Ma、1402～1620Ma和1861～2990Ma,其中250～304Ma可进一步划分为250～269Ma和289～304Ma两个亚组。综合前人研究资料与区域构造岩浆活动,将青海南山地区角孔变质岩的沉积时代限定为二叠纪,物源主要来自祁连造山带加里东期和晋宁期岩浆弧,柴北缘构造带海西期岩浆弧也提供了部分物质,晚古生代—早中生代经历了陆内裂陷、洋盆拉张及俯冲碰撞的构造演化过程。  相似文献   

Soil column infiltration tests on biomediated capillary barrier systems for mitigating rainfall-induced landslides     

Sheng Hua Tan  Shi Wei Wong  Du Jia Chin  Min Lee Lee  Ying Hui Ong  Siaw Yah Chong  Azman Kassim 《Environmental Earth Sciences》2018,77(16):589

Rainfall-induced landslide is a common geohazard in tropical and humid regions. Capillary barrier system (CBS) is a popular and widely studied mitigating measure for rainfall-induced landslides. However, several previous studies have shown that the performance of the conventional CBS under intense rainfalls has not been particularly convincing. This paper aims to explore the feasibility and effectiveness of a newly proposed system, known as “biomediated capillary barrier system” (B-CBS) in minimizing water infiltration into soil. A one-dimensional soil column was used to investigate the infiltration characteristics of the proposed system. The results showed that the B-CBS of biomediated residual soil overlying original residual soil (Test IV) could effectively control the infiltration into soil by taking advantage of the less-permeable biomediated soil cover. The B-CBS of biomediated residual soil overlying gravelly sand (Test V) and the three-layered B-CBS of fine sand overlying gravelly sand and biomediated residual soil (Test VI) showed the best performance in terms of minimizing the water infiltration. A suction of about 5 kPa still remained in the soil column after 60 min of infiltration from the ponded water on the soil surface.  相似文献   

Characterization of shale matrix pore structure via experiment and model     

Hao Zhang  Ying Zhong  Jiping She  Guanfang Li 《Arabian Journal of Geosciences》2018,11(12):320

Shale gas reservoirs develop multi-scale pores ranging in size from nanometer to micrometer, the characteristics of gas transport involve the multi-scale pore space which divided into organic and inorganic matrix pores. This paper reveals the shale pore structure with large amounts of organic mesoporous based on the techniques of focused ion beam scanning electron microscopes (FIB-SEM), high-pressure mercury intrusion (MICP), and low-pressure adsorption (LPA), which also shows the size and distribution of these pores. Then the research characterizes effective pore scale via circular tube bundle model with due regard for gas adsorption layer thickness on the walls of organic pores and water film thickness on the walls of inorganic pores, and the investigation of shale pore geometry is significant for designing and developing shale gas reservoirs. This work shows that the widely existing shale mesoporous volume with diameter of 2~50 nm accounts for 81% based on experimental testing, then it reduces to about 76% via effective diameter model calculation.  相似文献