Ultrasonographic examination of the carpal canal in dogs

The aim of this study was to determine the course of the median nerve and its adjacent structures in the carpal canals of 8 healthy dogs by using high-frequency transducers. Before performing ultrasonography, the transverse and posteroanterior diameters as well as the perimeter of the carpus were measured at just proximal to the side of the carpal pad. The anatomical structures were then determined at two levels of the carpal canal, which were named the proximal and distal levels, on the transverse sonograms. The cross-sectional areas, perimeters and the transverse and posteroanterior diameters of the median nerve were measured at these levels. Although all the measurements were larger at the proximal level, significant differences between the proximal and distal levels were determined for the cross-sectional area, the perimeter and the transverse diameter of the median nerve. On the transverse sonogram, the deep digital flexor tendon was seen in almost the center of the carpal canal like a comma shape and also it had a small concavity on the caudal side. The superficial digital flexor tendon was seen as an ovoid shape on the transverse sonograms and it was located nearly at the posterior side of the carpal canal. Both tendons were seen as intermediate-grade echogenic structures. The median artery was located inside of the concavity of the deep digital flexor tendon. Also, the median nerve was seen at the posteromedial side of the median artery. As a result of this study, the cross-sectional areas of the median nerve ranged between 1.01-2.68 mm² at the proximal level and between 0.93-1.91 mm² at the distal level.     

寒冷地区沥青面层低温反射裂缝成因分析及防治

论述了黑龙江省高寒地区沥青混凝土低温反射裂缝形成的原因和机理及其防治,重点对结构层的施工工艺、材料选择、裂缝的防止措施进行了阐述。     

Influence of Construction Defect on the Performance of Lining in Hydraulic Tunnels

In the construction of hydraulic tunnel, the engineering quality problem is often caused by concrete cracks and insufficient thickness of roof lining. This problem attracted great attention of the most engineers that whether the structure performance of this kind of lining can meet the design criteria or not, especially under unfavorable conditions. Based on the on site inspections of the lining defects in Baishanzui tunnels, the model and size of the defects are analyzed with FLAC program. The study shows that the defects have obvious adverse influence on the stability and safety of the tunnel lining, however, if a backfilling grouting is carried out and the cracks are repaired, the integrality of lining is restored, the behavior of lining will be improved and can meet the design criteria as well.      

高邮灌区渠道生态衬砌形式与综合评价

渠道生态衬砌是生态灌区建设的重要部分,对解决节水改造带来的较为突出的环境影响有着至关重要的作用。江苏省高邮灌区采用混凝土衬砌渠道生态处理、植生型防渗砌块、原生态植被防护等3种技术对灌区渠道进行节水改造,维持了灌区渠系的生物多样性、保持了渠道的生态自净能力,达到了节约用水和生态保护的双重效果。评价结果可供类似灌区节水改造借鉴。     

典型小型灌区渠系老化对农田灌溉的影响-以贵州省乌中灌区为例

乌中灌区是贵州省的大型灌区之一,灌区工程多修建于上世纪50至70年代。至今,大多渠道老化难以正常工作,渠系老化率平均达0.55;灌区有效灌溉面积锐减,现状有效灌溉面积为设计灌溉面积的37%-54%,其中改种占相当比例;灌溉水利用系数较低,在0.39—0.42之间。本文以5个典型样点灌区为例,分析渠系老化对农田灌溉的影响。     

溪洛渡水电站无压泄洪洞衬砌混凝土秋季施工温控方案优选

为研究溪洛渡水电站无压泄洪洞秋季施工的温控防裂问题,运用三维有限元法模拟施工过程与温控措施,通过改变混凝土表面的热对流系数来模拟洒水、流水养护的影响,采用直接法模拟冷却水管的作用。运用ANSYS软件对1.0m厚衬砌混凝土秋季施工的5种工况,包括基本工况、基本工况加洒水养护、恒温流水养护、加洒水及恒温流水养护、无通水冷却,进行了仿真计算。通过比较相应工况中特定断面的表面点在不同时间的温度应力值和抗裂安全系数,得出结论:洒水能够有效降低拉应力;常温流水会加大内表温差;通水冷却有效降低最高温度,但应力改善效果不明显。秋季浇筑混凝土,早期宜洒水和通水冷却,后期恒温流水养护,这样能够有效避免温度裂缝的产生。     

Modelling the distribution of the pan‐continental invasive fish Pseudorasbora parva based on landscape features in the northern Kyushu Island,Japan

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