Wave run-up and overtopping on smooth and rough slopes of coastal structures

A series of hydraulic model tests has been carried out in a glass wave flume to investigate the influences of wave height, wave period, wave steepness, surf similarity parameter, roughness, layer thickness and porosity on wave run-up and overtopping of 1:2 sloped impermeable and permeable breakwaters fronted by a 1:10 gentle, smooth beach slope. The analysis of results involves the correlation between the overtopping energy transfer with the relative wall height and the relationship between wave run-up and overtopping rate. Further, measured wave run-up and overtopping rates are compared with the results given in the Shore Protection Manual (1984), Automated Coastal Engineering System (1992)and results of other investigators.     

基于房屋普查数据的房屋增长规律研究

以辽宁省县级以上城镇房屋普查数据、辽宁农村民居房屋普查数据、统计年鉴及抽样调查等房屋数据为基础,对房屋普查数据统计单元进行重新划分及统计计算,实现了房屋普查数据与应急基础数据库房屋数据单元的统一。通过对统计单元各种房屋结构增长率的计算,结合统计分析方法,给出了辽宁省1134个乡镇级统计单元的房屋增长率分类情况。     

Transport rate of calcareous sand in unidirectional flow

This paper examines the transport of calcareous sand in unidirectional flow and its prediction through existing sediment transport models. A flume experiment of four sand samples collected on Oahu, Hawaii, provides 29 sets of sediment transport data in the bed-form and suspended transport stages. The measured transport data are compared with direct predictions from four energy-based transport models developed for siliceous particles. Corrections for the grain-size, fall velocity, and critical velocity of calcareous sand based on recent research are applied to the models and the results are compared with the direct calculations and measured data. The comparison illustrates the important role particle shape plays in the transport of calcareous sand. All four sediment transport models give consistent predictions and good agreement with the majority of the measured data. Two of the models respond positively to the corrections in both the bed-form and suspended transport stages indicating that such an approach may provide an interim solution for the transport of calcareous sand.     

一种新型综合检测设备的研制

介绍了一种集误码测试仪、数字示波器、调制解调器测试、24位采集器测试4大功能于一体的综合性检测设备,其适用于有线传输、无线传输的各类数字地震台及台网使用。本文阐述了该仪器的工作原理、硬件结构和主要功能。     

内陆水体好氧甲烷氧化过程研究进展

内陆水体是全球碳循环的关键组成部分,是大气中甲烷(CH4)的重要来源,每年从内陆淡水与自然湿地排放进入大气的CH4约为185～357 Tg/a.通常,内陆水体中CH4主要由分布于水层底部的厌氧区或沉积层内的产甲烷菌介导产生,其向水层表面传输的过程中易被甲烷氧化菌所氧化.甲烷氧化菌可分为好氧甲烷氧化菌和厌氧甲烷氧化菌,有...     

桂林洞穴滴水对应CaCO3沉积物的稳定同位素特征与环境意义

桂林地区降水及茅茅头大岩滴水滴速和现代碳酸盐的碳氧同位素研究表明:(1)滴水沉积的δ18O达到了同位素沉积平衡,洞穴滴水的δ18O与同期降雨的δ18O值呈正相关关系;(2)在旱季和湿季交替时,滴水δ18O值滞后于降雨δ18O受活塞效应的影响;(3)δ13C难以达到同位素沉积平衡,主要受滴水动力学影响;(4)同一洞穴不同滴水对环境的响应不同,如果洞穴顶板覆盖较厚,水分在土壤和岩层中滞留时间较长,滴水则反映受到平滑作用的降雨,反之则波动较大。     

天桥沟-黄羊川活动断裂带的几何学和运动学特征

依据１ ：５０ ０００ 地质填图资料,对天桥沟—黄羊川活动断裂带晚更新世以来的几何学和运动学特征进行了详细的论述．认为该断裂带可分为逆走滑（ 左旋） 的天桥沟断裂段和正走滑（ 左旋） 的黄羊川断裂段,其主要活动时期是晚更新世,滑动速率为４ ～５ ｍ ｍ／ａ ．全新世早期,该断裂带活动强度逐渐减弱,其最后一次活动的时间为距今０ ．７５９ ×１０４ ～１ ．０２ ×１０４ 年     

复杂地基上堆载速度对地基沉降的影响分析

复杂地基上进行堆山工程主要存在地基的不均匀沉降和剪切破坏等工程地质问题,特别是堆山地基岩土体分布不均匀引起的地基差异沉降问题,必须对其进行科学计算分析,给出地基处理的对策和人工堆积边坡的加固措施。为了减小沉降变形给工程带来的不良影响,拟采用分层碾压填筑、控制填土堆填速度、通过所堆岩土体荷载使地基土层固结来提高地基的承载力。同时为了保证堆山工程安全,对不同加载速度条件下地基固结沉降进行计算分析,给出最佳堆载工期,按此最佳堆载工期进行堆填以满足工程的安全设计要求。     

Prediction of the abiotic degradability of organic compounds in the troposphere

A statistically relevant correlation between the reaction rate coefficient, k _OH, for the OH radical reaction with 161 organic compounds in the gas phase at 300 K, and the corresponding vertical ionisation energies E _i,v, reveals two classes of compounds: aromatics where –log(k _OH/cm³s^-1)3/2E _i,v(eV)–2 and aliphatics where –log(k _OH/cm³s^-1)4/5E _i,v(eV)+3. The prediction of the rate coefficient, k _OH, for the reaction of OH with organic molecules from the above equations has a probability of about 90%. Assuming a global diurnal mean of the OH radical concentration of 5×10⁵ cm³, the upper limit of the tropospheric half-life of organic compounds and their persistence can be estimated.     

软黏土蠕变特性试验研究：回顾与发展

大量的室内和现场试验表明软黏土存在长期变形难以收敛的问题,为了更深入地认识软黏土的蠕变特性,首先,从微观物理化学角度探讨蠕变机制;然后,深入分析一维应力条件下次固结系数的演变规律以及确定方法和三轴排水、不排水蠕变特性及黏土的长期抗剪强度、室内旁压试验和现场试验等复杂应力下的黏土蠕变特性等,并且讨论黏土蠕变特性与应变速率和应变松弛特性在一维和三轴条件下的关联性;最后,从黏土次固结特性与微观结构的相关性、如何准确描述次固结系数的非线性及蠕变过程中应力剪胀剪缩关系发展等三方面更深入地探讨软黏土蠕变特性。