非开挖技术在21世纪中国管道建设中的地位和作用

21世纪中国处于管道大发展时期，“西气东输”、“北气南送”等重大工程的全面启动为非开挖技术提供了新的契机。从城市天然气、油网、多介质管道的发展情况及其今后的规划阐述了非开挖技术的地位和作用，提出了面向21世纪中国管道建设，非开挖行业需要致力研究的新技术、新机具和新工艺等。     

华侨大学厦门校区预应力管桩沉桩超送问题的探讨

以华侨大学厦门校区为例，对厦门湾地带采用预应力管桩沉桩超送问题的成因进行了分析，并提出了处理方法。     

深井超深井钻机自动送钻研究探讨

自动送钻的目的是使钻头对井底的钻压保持设定的恒压值,实现最优化钻井的目的。当前深井超深井钻机自动送钻是通过绞车、天车、游动滑车、钢丝绳、大钩来进行的,由于绞车、游动系统存在动载,钢丝绳振动,大钩送钻速度明显不均匀,使井底钻压不稳定,难以实现较准确送钻。阐述了绞车游动系统送钻的工作原理和液压盘式刹车自动送钻、辅助电机自动送钻方法。提出精确自动送钻的理想方案是采用液压缸送钻系统,采用无绞车液压缸升降式钻机,液压缸系统自动送钻并担负起下钻具任务;也可用绞车起下钻具,液压缸自动送钻方案,彻底消除绞车、游动系统对自动送钻的干扰。     

DEPTH-AVERAGED 2-D CALCULATION OF FLOW AND SEDIMENT TRANSPORT IN CURVED CHANNELS

The helical flow significantly affects the flow, sediment transport and morphological evolution in curved channels. A semi-empirical formula is proposed to determine the cross-stream distribution of the helical flow intensity in the developed regions of a channel bend. It is then used to evaluate the dispersion terms in the depth-averaged 2-D momentum equations and suspended-load transport equation as well as the bed-load transport angle, thus enhancing the depth-averaged 2-D model to account for the effect of helical flow. The tests in several experimental and field cases show that the enhanced depth-averaged 2-D model can much more reasonably predict the shifting of main flow from inner bank to outer bank, the erosion along outer bank and deposition along inner bank than the depth-averaged 2-D model without considering this effect.     

深层搅拌桩内插钢管新方法及其应用

针对传统加筋深层搅拌桩施工过程中内插钢管施工效率低、成本高、标高垂直度难以控制的现状,依托南京江北泰山保障房片区E地块基坑支护项目,设计了一套简易的深层搅拌桩内插钢管施工新方法。该方法系统制作安装简单,降低了施工难度、提高了效率、降低了成本,为类似工程的施工提供了借鉴。     

AN ANALYTICAL SOLUTION FOR CALCULATING THE INITIATION OF SEDIMENT MOTION

This paper presents an analytical solution for calculating the initiation of sediment motion and the risk of river bed movement. It thus deals with a fundamental problem in sediment transport, for which no complete analytical solution has yet been found. The analytical solution presented here is based on forces acting on a single grain in state of initiation of sediment motion. The previous procedures for calculating the initiation of sediment motion are complemented by an innovative combination of optical surface measurement technology for determining geometrical parameters and their statistical derivation as well as a novel approach for determining the turbulence effects of velocity fluctuations. This two aspects and the comparison of the solution functions presented here with the well known data and functions of different authors mainly differ the presented solution model for calculating the initiation of sediment motion from previous approaches. The defined values of required geometrical parameters are based on hydraulically laboratory tests with spheres. With this limitations the derivated solution functions permit the calculation of the effective critical transport parameters of a single grain, the calculation of averaged critical parameters for describing the state of initiation of sediment motion on the river bed, the calculation of the probability density of the effective critical velocity as well as the calculation of the risk of river bed movement. The main advantage of the presented model is the closed analytical solution from the equilibrium of forces on a single grain to the solution functions describing the initiation of sediment motion.