大口径埋地塑料排水管的应用前景

结合塑料排水管材的自身特点及目前这一管材在市政排水领域的应用现状，通过多年的工程实践，从国家相关的法律法规及经济技术比较等角度出发，笔者认为大口径埋地塑料排水管替代传统的钢筋混凝土排水管将成为市政工程管网建设中的新趋势。     

河网平原地区雨水管道设计方法的探讨

本文结合河网平源地区的水文地理特点，提出了雨水管道设计中管径确定与管道埋设分别独立进行，水力计算采用统一的水力坡降，管道埋设采用统一的安装坡度，以及提倡管底平接等设计思想与计算方法。     

内蒙古河套灌区紧邻排干沟土壤盐渍化与肥力特征分析

合理改良河套灌区紧邻排干沟盐碱地,能够有效促进灌区盐碱地生态修复与农业可持续发展.结合描述性统计与主成分分析的方法,对河套灌区乌拉特灌域紧邻排干沟土壤盐碱化与肥力特征进行了分析.结果表明:(1)研究区土壤属于重度氯化物型盐化土;Mg2+为土壤盐化程度高的关键阳离子,Mg2+含量过高减缓了Na+的吸收速度,加剧了土壤碱化...     

新型移动式大田喷灌装置研究

对我国新型大田喷灌PVC管材进行研究分析。针对我国大田喷灌以往使用铝合金管材存在成本高、易腐蚀、使用寿命短等缺点研制新型喷灌装置。该技术研究在国内节水灌溉领域尚属首创,将给节水灌溉领域带来一次技术变革。     

晒田强度和穗肥运筹对三角形强化栽培水稻光合生产力和氮素利用的影响

以杂交中稻组合II优498为材料,在三角形强化栽培(TSRI)条件下,研究3种晒田强度(0~20 cm土壤相对含水量为80%±5%、60%±5%和40%±5%,分别记为W₁、W₂和W₃)和3种穗肥运筹(晒田复水后第1、8和15天施用第1次氮素穗肥,分别记为S₁、S₂和S₃)对灌浆结实期水稻光合生产和氮素利用的影响。结果表明,晒田程度和穗肥运筹对水稻光合生产、干物质积累、氮素积累、转运和利用和产量的影响存在显著互作效应,且晒田影响最为显著,氮素穗肥运筹次之。轻度晒田(W₁)复水后第1天施用第1次氮素穗肥会降低抽穗后15 d和30 d的群体光合和有效穗数,推迟至复水后第8天或第15天施用第1次氮素穗肥可以提高抽穗后15 d和30 d的群体光合、收获指数和氮素稻谷生产效率;中度和重度晒田(W₂和W₃)复水后第1天和第8天施用第1次氮素穗肥可以提高孕穗期和齐穗期剑叶P_n和抽穗后15 d和30 d的群体光合、干物质积累、籽粒产量及构成指标、稻株氮素积累与利用。经过分析比较得出,TSRI模式下W₂S₁为晒田强度和穗肥运筹的最优组合,产量达到10.96 t ha^-1。     

Application the hydraulic fracturing technology in the highn pressure and low permeability mine

To solve the gas drainage problem of the high gas and low permeability mine, based on the features of the high pressure water, the hydraulic fracturing technology is proposed to improve the gas drainage rate. According to the first strength theory, through analyzing the stress around the borehole, the broken mechanism of the coal under high pressure is studied and the function of critical value is obtained. In addition, based on the coal features of the tenth mine of the Pingdingshan, the fracturing pressure is calculated and the hydraulic fracturing parameter is optimized. The equipment of the hydraulic fracturing technology is developed and applied successfully in the mine. And it is found that the gas drainage flux and concentration are improved with more than 5 times.     

Simulation on crack growth of drill pipe with XFEM

Crack growth of drill pipe is a typical discontinuous problem. It is difficult to simulate with conventional finite element method and extended finite element method (XFEM) is developed in recent years for the problem. With the introduction of XFEM, the XFEM model of 5 inch drill pipe was proposed with different depth initial cracks under combined action between torque and tension. Based on the simulation, It is found that the smaller cracks is not easy to grow, whilst the crack of depth more than 2mm could grow under relatively lower external load and larger growth surface, eventually leads to pipe fracture failure. Through this simulation on crack growth of drill pipe, it is showed that the XFEM is appropriate in analysis of fracture failure.     

竹缠绕复合管环刚度测试试验

测试了竹缠绕复合管母管的环刚度值,与母管承插连接后的环刚度值,以及母管与束节连接后的环刚度值。结果表明：DN 600管承插连接后的环刚度值为承口和插口环刚度值之和的97.3%;DN 600和DN 1 000管束节连接后环刚度值分别为束节和母管环刚度值之和的116%和107%。试验结果可为优化竹缠绕复合管的连接结构提供参考。     

江西东江源区森林涵养水源价值评估与保护对策

东江源区是以森林涵养水源为主导功能的国家生态功能保护区建设试点区,涵盖江西省南部的寻乌、安远、定南三县。东江是珠江三角洲和香港地区的主要饮水水源。江西东江源区流域面积3 524 km2,虽只占东江全流域面积的13%,但向珠江三角洲和香港地区的供水量约占总供水量的近40%,加强源区保护和建设,保持其优良的水质和充足的水量,直接关系到香港和珠江三角洲工农业生产和居民的生活,对香港的稳定、繁荣和珠江三角洲的可持续发展,具有特别重要的意义。目前东江源区,人口压力和强烈的经济发展需求使保护区面临严峻挑战,创新东江源区森林涵养水源保护机制,协调生态保护与经济社会发展的关系已刻不容缓。     

Optimized denitrification bioreactor treatment through simulated drainage containment

In the design of wood-based, enhanced-denitrification bioreactors to treat nitrate in agricultural drainage, the consideration of the highly variable flow rates and nitrate concentrations inherent to many drainage systems is important. For optimized mitigation of these nitrate loads, it may be best to contain drainage water prior to treatment in order to facilitate longer, more constant retention times rather than to allow cycles of flushing and dry periods in the denitrification bioreactor. Simulated containment prior to bioreactor treatment compared to passing drainage directly through a bioreactor was investigated with the use of six pilot-scale denitrification bioreactors constructed with plywood and filled with Pinus radiata woodchips at Massey University No. 4 Dairy Farm (Palmerston North, New Zealand). Initial bromide tracer tests were followed with a series of five simulated drainage events each at successively declining inflow nitrate concentrations. During each drainage event, three pilot bioreactors received a simulated hydrograph lasting 1.5 days (Non-Containment treatment) and three pilot bioreactors received the same total drainage volume treated over 4 days at a constant flow rate (i.e. constant retention time; Containment treatment). Results showed significantly different total mass removal efficiencies of 14.0% vs. 36.9% and significantly different removal rates of 2.1 g N m⁻³ day⁻¹ vs. 6.7 g N m⁻³ day⁻¹ for the Non-Containment and Containment treatments, respectively, which indicated that treating drainage at constant retention times provided more optimized nitrate removal. While this work was done to evaluate treatment under New Zealand drainage conditions, it also provides valuable information for optimizing agricultural drainage denitrification bioreactor performance in general.