Dynamical evolution properties of debris flows controlled by different mesh-sized flexible net barriers     

Miao Huo  Jia-wen Zhou  Xing-guo Yang  Hong-wei Zhou 《Arabian Journal of Geosciences》2018,11(16):465

Because the flexible net barrier is a gradually developed open-type debris-flow counter-measure, there are still uncertainties in its design criterion. By using several small-scale experimental flume model tests, the dynamical evolution properties of debris flows controlled by large and small mesh-sized (equal to D₉₀ and D₅₀, respectively) flexible net barriers are studied, including the debris flow behaviors, segregation, and permeability of sediments, as well as the energy absorption rates and potential overtopping occurring when debris flows impact the small mesh-sized one. Experimental results reveal that (a) two sediment deposition patterns are observed depending on variations in debris flow textures and mesh sizes; (b) the aggregation against flexible net barriers is dominated by flow dynamics; (c) the segregation and permeable functions of the barrier are determined by the mesh size, concentration, and flow dynamics; and (d) the smaller mesh-sized flexible net barrier tends to be more efficient in restraining more turbulent debris flows and can absorb greater rate of kinematic energy, and finally, the great kinematic energy dissipation that occurs when secondary debris flows interact with the post-deposits in front of the small mesh-sized flexible net barrier is believed to cause the failure of overtopping phenomenon. The mesh size is concluded to be the decisive parameter that should be associated with debris flow textures to design the control functions of flexible net barriers.  相似文献   

Indicator-based spatiotemporal characteristics of apple drought in North China     

Yang  Jianying  Huo  Zhiguo  Wang  Peijuan  Wu  Dingrong  Ma  Yuping 《Natural Hazards》2021,108(2):2123-2142

Natural Hazards - Frequent occurrences of drought stress caused by dry weather create severe destroy in apple yield and quality in North China. Although appropriate drought stress is beneficial to...  相似文献   

中国农业气象模式(CAMM1.0)构建与应用          下载免费PDF全文

马玉平  霍治国  王培娟  俄有浩  邬定荣  房世波  谭凯炎  张祎  孙琳丽  杨建莹  赵俊芳  周梦子  赫迪  徐嘉昕  毛飞  姜朝阳 《应用气象学报》2019,30(5):528-542

为发展适宜中国区域农业种植特点的农业气象模式,基于国外作物生长模拟方法,通过模式机理过程改进或重构以及应用方式革新,建立了中国农业气象模式（Chinese AgroMeteorological Model version 1.0,CAMM1.0）。CAMM1.0利用平均温度和土壤水分改进了作物发育进程模式,利用土壤水分改进了作物叶片光合作用、干物质分配和叶面积扩展过程模式,通过蒸发比法扩展了作物蒸散过程模式;自主建立了基于发育进程的冬小麦株高、基于遥感信息的作物灌溉、遥感数据同化、作物长势与灾害评价等模式。基于互联网技术构造了实时运转平台,主要功能包括作物生长过程实时常规模拟与用户个性化定制模拟。CAMM1.0的部分子模式采用多种方法构造,便于多模式集成。CAMM1.0对作物发育进程、光合过程、株高的模拟效果较好,但对土壤水分变化过程的拟合略差,模拟产量略偏低。CAMM1.0评价淮河流域夏玉米年际干旱减弱而涝渍增加的趋势与实际基本相符。  相似文献   

氨基酸螯合微量元素的研究及其在水产动物中的应用     

杨建梅  王安利  霍湘 《海洋科学》2008,32(1):81-87

微量元素在水产动物的生命过程中是必不可少的,但是仅靠从水体中吸收是不能满足机体的正常需要的,还必须从饲料中摄取。至今,微量元素添加剂的发展经历了三代:第一代为无机盐类,常用的为硫酸盐等。无机盐类的微量元素添加剂易潮易结块,易与维生素发生拮抗,在植酸等抗营养因子存  相似文献   

天津港水域围垦条件下的水动力变化分析     

陈丹茜  兰庭飞  裴艳东  杜家笔  汪亚平  高建华 《海洋科学》2019,43(10):113-125

本研究旨在讨论天津滨海新区的围垦对其附近水域水动力和悬沙输运所造成的影响,并进行定量评估。在天津港南部、北部海域分别选取4个站位进行了全潮水文观测,获取了流速剖面、悬沙浓度剖面数据,并据此计算了底切应力、潮不对称性以及余流。结果表明,底部悬沙浓度与流速、底切应力存在相位一致性,绝大部分站位的沉积物都呈现向岸净输运的趋势,悬沙通量分解显示潮汐捕捉项是该区域悬沙输运的主要贡献项;围垦愈增的2009～2015年,天津港北部潮不对称性增强,向陆的单宽悬沙输运率由20.15 g/(m·s)变至24.92 g/(m·s),而南部海域潮不对称性减弱,向陆的单宽悬沙输运率从37.75 g/(m·s)减小至6.37 g/(m·s)。综上,持续地围垦可能导致天津港附近海域的水动力条件改变,推测北部潮滩淤涨可能加快,而南部淤涨速率减小。  相似文献   

古尔班通古特沙漠地表辐射收支特征     

高佳程  王豫  阿吉古丽·沙依提  买买提艾力·买买提依明  刘永强  赵雪赏  杨兴华  霍文  杨帆  周成龙 《中国沙漠》2021,41(1):47-58

古尔班通古特沙漠是中国最大的固定、半固定沙漠.利用2017年该沙漠克拉美丽站辐射资料,分析了古尔班通古特沙漠不同时间尺度和不同天气条件下的地表辐射变化特征.结果表明:(1)不同月份沙漠辐射收支各分量月平均日变化均呈单峰型,但极值大小及出现时间存在差异.各分量曝辐量季节变化明显:太阳总辐射表现为生长期(4-9月)＞积雪期...  相似文献   

渤海湾表层沉积硅藻组合   总被引：1，自引：0，他引：1  

商志文  王宏  车继英  田立柱  裴艳东  范昌福  王福  刘志广 《海洋地质与第四纪地质》2006,26(5):21-26

分析了渤海湾潮间带4条长度为2~3 km的测线的14个站位的表层沉积硅藻,结合前人在浅海区(低潮线以下至水深约30 m处)15个站位的表层沉积硅藻资料,发现并统计了分属于21属的46种硅藻。应用对应分析方法,将渤海湾潮间带及浅海区表层沉积硅藻初步划分为3个组合。其中,组合Ⅰ为条纹—柱状小环藻-圆筛藻组合,分布在以泥质为主的潮间带区;组合Ⅱ为双眉藻-曲壳藻组合,分布在砂质为主的潮间带区;组合Ⅲ为条纹—柱状小环藻-菱形藻-圆筛藻-具槽直链藻组合,分布在浅海区。从潮间带向浅海区,随水深的增加,呈现出条纹—柱状小环藻数量减少、具槽直链藻数量增加的趋势。  相似文献   

青岛奥运水域主要污染物环境容量的预测     

徐艳东  娄安刚  谭海涛  龙绍桥  石晓勇 《海洋科学》2006,30(2):38-42

通过对青岛奥运水域现场调查和资料分析,确定了奥运水域污染物的主要来源和主要污染物,然后在潮流模拟的基础上,利用物质输运方程数值模拟了2000~2003年污染物浓度的空间分布,其结果与现状调查基本吻合。最后再利用该输运方程,预测了奥运帆船水域的化学需氧量(COD)、氨氮(NH4 -N)、总磷(TP)的环境容量(中潮时分别为:69.948 t/d,7.46 t/d,0.5455 t/d),为奥运水域的目标管理提供科学依据。  相似文献   

甲醛对Nessler法和次氯酸酚盐法测定养殖水体总氨氮的影响   总被引：1，自引：0，他引：1  

罗国芝  谭洪新  朱学宝  霍少勇 《中国海洋大学学报(自然科学版)》2002,32(3):397-402

水体中含一定浓度的甲醛 ,用 Nessler法测得的总氨氮 (TAN)浓度远远高于实际浓度 ,差异百分数最高达 4 5 0 .0 6 % ;用次氯酸酚盐法测得的总氨氮 (TAN)浓度则明显低于实际浓度 ,差异百分数最高可达 84 .77%。甲醛浓度范围为 10～ 4 0 mg/ L、TAN浓度为 1～ 10 mg/ L,通过双因素有重复观察值的交叉实验 ,得到如下矫正式 :(1)用 Nessler法测 TAN时 ,Y=4 .0 5 2 9- 0 .0 72 4 x1+ 0 .2 0 6 4x2 ,标准误差为 1.3381;(2 )用次氯酸酚盐法测 TAN时 ,Y=0 .1196 + 0 .0 345 x1+ 1.0 0 2 2 x2 ,标准误差为 0 .4 6 2 7。 Y为 TAN实际浓度 (mg/ L) ,x1为甲醛浓度 (mg/ L) ,x2 为测得的 TAN浓度(mg/ L )。比较含氨氮水体与不含氨氮水体中的甲醛浓度 ,方差分析结果表明 ,没有显著差异。  相似文献   

Strength Analysis on Brace Structure for Semi-Submersible in Consideration of Wave Slamming     

Fa-li Huo  Zhi Yao  Jian Zhang  Jun-wei Wang  Bin Dong 《中国海洋工程》2018,32(5):536-545

Slamming on bracings of column stabilized units shall be considered as a possible limiting criterion under transit condition based on the requirements in DNV-OS-C103. However, the wave slamming loads under survival condition were ignored for the strength analysis of the brace structures in many semi-submersible projects. In this paper, a method of strength analysis of brace structure is proposed based on the reconstruction and extrapolation of numerical model. The full-scale mooring system, the wind, wave and current loads can be considered simultaneously. Firstly, the model tests of the semi-submersible platform in wind tunnel and wave tanker have been carried out. Secondly, the numerical models of the platform are reconstructed and extrapolated based on the results of model tests. Then, a nonlinear numerical analysis has been conducted to study the wave slamming load on brace in semi-submersible platform through the reconstructed and extrapolated numerical model. For the randomness of wave load, ten subcases under each condition have been carried out. The value of the 90% Gumble distribution values of the ten subcases are used. Finally, the strength on brace structure has been analyzed considering the wave slamming. The wave slamming loads have been compared between the survival condition and transit condition with the method. The results indicate that wave slamming under survival condition is more critical than that under transit condition. Meanwhile, the wave slamming is significant to the structural strength of the brace. It should be overall considered in the strength analysis of the brace structure.  相似文献