基于多源数据的黄土高原陆地水循环结构变化分析

近几十年间,黄土高原的水循环进程在人类活动与气候变化的影响下已产生了剧烈的变化。为加深对水循环结构变化的了解与认识,利用1982—2010年的降水、蒸散发、径流、土壤储水量和社会经济用水等数据,运用Mann-Kendall趋势检验和线性回归分析方法,对黄土高原的水量平衡进行评估,且细化了组成水循环的12种水文变量,并分析了水循环各分量的变化趋势及其结构的演化规律。由于网格化的社会经济用水数据(1982—2010年)对本研究产生了较大的时间限制,因此本文注重于探究这29年间黄土高原各水文变量的变化趋势及水循环结构的演化规律。结果表明:在自然系统中,蒸散发以1.97 mm/a的速率上升(P<0.01),径流、降水和土壤储水量分别以1.01 mm/a(P<0.01)、0.77 mm/a和0.46 mm/a的速率下降。在社会系统中,社会经济用水以0.50 mm/a的速率上升,其中主要由于生活、制造业、发电和采矿用水分别以0.22、0.23、0.30 mm/a和0.01 mm/a的速率增加所导致。此外,灌溉和牲畜用水分别以0.25 mm/a(P<0.05)、0.01 mm/a(P<0.01)的速率减少。就水循环结构而言,多年平均蒸散发和社会经济用水占水循环的平均比例分别为80.95%、15.27%,并以每年0.16%、0.06%的速率逐渐升高。径流、土壤储水量的变化占水循环的平均比例分别为4.00%、-0.24%,并以每年0.24%(P<0.01)、0.02%的速率逐渐下降。随着社会经济的发展和人口的增加,区域水资源供需矛盾将进一步加剧,本研究对黄土高原水资源的科学调控与可持续利用有重要参考意义。

油田注汽用自然循环链条炉排锅炉水循环结构设计

随着能源价格的飞涨及油田高效采油工艺对蒸汽干度要求的提高,使石油开采行业开始尝试用带有完善的汽水分离装置的自然循环燃煤锅炉作注汽锅炉。然而高压自然循环链条炉排锅炉水循环结构的设计是该类锅炉设计中的一个重点,给出了DHL 35—9.8/360—AII锅炉水循环的结构设计,并给出了采用水动力计算程序的计算说明及计算结果。

石家庄地区近70年来伴随经济发展的水文环境变化分析

论文系统分析了石家庄地区70年来伴随社会经济发展的水资源开发历史,结合水文资料探讨了人类活动对区域水文环境变迁的影响。并通过对地下水采样,结合室内水化学和氚同位素测定,确认区域地下水补给来源主要是通过河道得到线状的垂向补给,和上游含水层的侧向补给两种天然途径。城市及工农业发展改变了区域水循环系统的补排结构。河流断流减少了地下水的垂向补给,造成地下水的补给源从原来的天然垂向补给和上游的侧向补给,变为单一的侧向补给。另一方面,大量开采地下水已成为区域地下水排泄的主要方式。其中用于农业灌溉的大部分以蒸发、蒸腾的形式耗散于大气,无法回补。地下水位的持续下降、地下水化学类型转变及其空间分布显示了水量和水质以及生态环境的变化。

A stepwise optimal design of water network

In order to take full advantage of regeneration process to reduce fresh water consumption and avoid the accumulation of trace contaminants, regeneration reuse and regeneration recycle should be distinctive. A stepwise optimal design for water network is developed to simplify solution procedures for the formulated MINLP problem. In this paper, a feasible water reuse network framework is generated. Some heuristic rules from water reuse network are used to guide the placement of regeneration process. Then the outlet stream of regeneration process is considered as new water source. Regeneration reuse network structure is obtained through an iterative optimal procedure by taking the insights from reuse water network structure. Furthermore, regeneration recycle is only utilized to eliminate fresh water usage for processes in which regeneration reuse is impossible. Compared with the results obtained by relevant researches for the same example, the present method not only provides an appropriate regeneration reuse water network with minimum fresh water and regenerated water flow rate but also suggests a water network involving regeneration recycle with minimum recycle water flow rate. The design can utilize reuse, regeneration reuse and regeneration recycle step by step with minor water network structure change to achieve better flexibility. It can satisfy different demands for new plants and modernization of existing plants.

Permissible Stress Level of Brick Masonry under Compressive Cyclic Loading

Laboratory tests revealed that the behavior of brick masonry under compressive cyclic loading is characterized by three distinct stress-strain curves. These three curves are termed as envelope curve, common point curve and stability point curve. The envelope curve is obtained by superimposing the cyclic peaks on the monotonic stress-strain curve. The common point curve is the locus of intersection points of loading and unloading curves of the cycles. If for the same cycle, the loading and unloading are repeated several times, the intersection points of loading and unloading paths will stabilize at a lower bound. The locus of these stabilized points （lower bound points） of all cycles form the stability point curve. Therefore, the stability point curve can be used as a measure for the allowable stress for masonry under cyclic loadings. The proposed cyclic allowable stress level is associated with the accumulation of residual （plastic） strain levels as a result of cyclic loading history. The permissible stress level was found to be about two thirds of the cyclic peak stress of the specimen.