Substrate composition determines emergence success and development of European nase larvae (Chondrostoma nasus L.)

European nase (Chondrostoma nasus) is a specialist riverine fish, characterised by a complex life cycle making it vulnerable to habitat degradation. Recent findings indicate that, analogously to salmonids, the interstitial zone quality may pose a serious bottleneck for successful recruitment of this species. In this study, nase eggs were exposed to different substrate qualities. First, standardised substrate mixtures with differing fine sediment additions were used. Second, we tested different homogenous gravel fractions for their influence on egg development and emergence success. In both setups, substrate composition significantly affected emergence success, timing of emergence and larvae size at emergence. In the substrate mixtures, emergence was most successful in substratum with no fine sediment addition (98%) and decreased to 55% in substratum with 20% fine sediment addition. Emergence was most successful in the coarsest fraction (93%) and decreased to 47% in the finest fraction. Over all treatments, the time between hatching and emergence from substrate differed by up to 156 degree days, thereby indicating that free embryos of nase use the shelter of the interstitial zone for early ontogeny. These results suggest that a loose and porous stream bed can positively contribute to the development success of eggs and larvae and thereby potentially improve the recruitment of nase populations. It is thus important to consider the substrate and interstitial conditions in the conservation and restoration management of this rheophilic cyprinid.     

基于"量-质-域-流"四维指标体系的水资源荷载状况评价——以黑河流域三地市为例

随着社会经济用水不断增加，水资源供需矛盾加剧，水资源系统出现荷载不均衡现象，制约了区域发展，危及生态环境良性循环。本文从水资源系统的负荷需求和承载能力出发，基于“量、质、域、流”四个维度构建水资源荷载均衡评价指标体系，采用指标规范化的正态云模型，评价2015年黑河流域张掖市、酒泉市、阿拉善盟水资源配置方案的荷载均衡状况，并依据负荷与承载能力评分二维坐标，分出低负荷-高承载能力、低负荷-低承载能力、高负荷-高承载能力和高负荷-低承载能力四个分区。评价结果表明：2015年三地水资源荷载状况均为Ⅳ级，张掖市综合评分为3.697，酒泉市为3.657，阿拉善盟为3.901，三地均处于高负荷-低承载能力区域；三地在水质维度上处于低负荷-高承载能力区间，水质维度评分均处于Ⅱ级，酒泉市水质评分优于张掖市，张掖市水质评分优于阿拉善盟；在水量、水域、水流维度上均处于高负荷-低承载能力区间，水量方面三地处于Ⅳ级，张掖市优于酒泉市，酒泉市优于阿拉善盟；水域方面张掖和阿拉善盟评分均处于Ⅴ级，酒泉评分处于Ⅳ级；水流方面三地均处于Ⅴ级。需要采取调控手段在水量、水域、水流方面上进行“增强承载”和“卸荷”。     

Evidence of sedimentation inequality along riparian areas colonised by Impatiens glandulifera (Himalayan balsam)

Soil loss from riparian areas supporting the annual invasive weed, Impatiens glandulifera (Himalayan balsam), was measured and compared with equivalent values recorded at nearby, topographically similar areas supporting perennial vegetation over a cumulative seven-year period, along sections of two separate river systems; one in Switzerland, and one in the UK. Soil loss from colonised locations was significantly greater than from reference locations in four of the seven measurement periods. Despite contrasting results, standard deviations, based on soil losses and gains, were predominantly higher for colonised areas at both rivers over most monitoring periods. These findings indicated that areas colonised by Himalayan balsam experience higher sediment flux in comparison with areas free of invasion. Here, we test those original interpretations by reinterrogating the datasets using a more robust analysis of inequality. Nine datasets were tested, five of which (i.e. 56%) showed that sediment flux was significantly greater at Himalayan balsam-invaded areas than at reference areas. Three datasets showed no difference in sediment flux between invaded and reference areas (33%), and one (11%) showed higher sediment flux at reference areas. Most results uphold our original interpretations and support our hypothesis that hydrochory probably dictates where colonisation initially occurs, by depositing Himalayan balsam seeds in slack or depressional areas along river margins. Once Himalayan balsam becomes established and sufficient perennial vegetation is displaced, seasonal die-off and depleted vegetation cover may increase the risk that some areas will experience significantly higher sediment flux.     

木塑与钢材复合温室骨架设计及力学性能试验

木塑复合材料是近几年发展较快的一种新型材料,具有易加工、密度高、硬度强的特点。为探究木塑在温室建筑上的应用,设计了一种适合温室使用的木塑与钢材复合骨架,并进行力学性能试验。该试验以木塑和钢材为试材,采用拉伸、压缩、人工气候老化及复合骨架应用于温室的方法,研究了其抗拉、抗压强度及其在温室中应用情况,以期能够开发一种在性能和价格上与钢骨架结构材料相媲美的新材料。结果表明:在低温、室温和高温条件下,木塑的抗拉强度分别为28.391、24.954、15.000 MPa,木塑的抗压强度分别为63.633、42.438、32.547 MPa,木塑的抗拉强度和抗压强度均与环境温度呈负相关关系。木塑在经过250 h的人工气候老化后的抗弯强度为37.040 MPa,比未进行老化处理下降了22.083%。将木塑与钢材结合制作成不同形式的复合骨架,与普通木塑骨架对比,在室温下测试发现复合骨架比普通木塑骨架抗弯性能显著提高,其延展性提高约3倍,其中钢材添加在下缘的复合骨架的抗弯性能显著较钢材在上缘的复合骨架优越;带卡簧卡槽复合骨架的最大抗弯屈服力为19.112 kN,较钢材在下缘的复合骨架提高88.74%,达到了温室骨架的承载力要求。通过供试带卡簧卡槽复合骨架温室的荷载试验得出,跨度8.0 m、顶高3.3 m的拱形屋面温室,其骨架间距为1.2 m时,供试温室承受荷载为0.436 kN·m^-2;当骨架间距为1.0 m时,其承受荷载为0.527 kN·m^-2。与传统钢骨架温室对比,复合骨架温室的建筑成本减少了10.4元·m^-2。该复合骨架可以同时发挥木塑的环保、价廉、可塑性优势和钢材的优良力学性能,为温室建筑的轻简化、装配化提供了有益参考。     

拖拉机室内台架试验技术现状与展望

作为拖拉机研发的重要验证手段，拖拉机室内台架试验可方便高效地为拖拉机模拟各种工况下的性能表现。首先探究动力总成控制技术、负载模拟技术、试验数据处理技术和试验结果评价技术4种拖拉机室内台架试验关键技术，结合试验技术的最新研究进展，对4种技术进行详细的阐述和分析。接着从动力总成控制算法、负载模拟算法、试验数据处理方法、试验结果评价指标体系4个方面对拖拉机室内台架试验技术进行讨论与展望。最后得出对动力总成算法进行优化、提高动态负载模拟精度、保持试验数据处理方法的前沿性、对试验结果综合客观评价是拖拉机室内台架试验技术的发展趋势，以期为我国拖拉机室内台架试验技术的发展提供参考。     

闽江流域表层沉积物硫化物及重金属生物毒性研究

根据2012—2013年福建省闽江流域富屯溪、建溪和沙溪等支流以及干流7个站位表层沉积物调查数据,对硫化物(AVS)、有机碳及重金属(SEM)等物质进行了研究。结果表明,各站位硫化物两年平均含量在0.461 0~1.814 0μmol·g~(-1)之间,有机碳平均含量在0.76%~1.51%之间,尤溪S5站位硫化物含量明显高于其他站位,与此对应有机碳含量也较高,这与沿岸人类活动的强度有关;闽江干流S7站位硫化物含量最低,主要受水动力特征影响。各站位沉积物重金属(Cu、Pb、Cd、Hg和As)含量基本呈现CuPbAsHgCd的趋势,其中Cu和Pb是主要污染重金属。SEM平均含量在0.47~3.58μmol·g~(-1)之间,金溪S2、古田溪S6站位SEM/AVS(摩尔比值)小于1,重金属潜在生态危害风险较小;其他站位SEM/AVS大于1,生物有效性高,具有潜在的毒性效应。与水体沉积物中金属元素对底栖生物产生毒性效应的阈值比较,单个重金属中Pb和Cd可能产生的生物有效性高于Cu,具有对底栖生物产生毒性效应的潜力。     

氢氧化镁对水质、底质改良的研究与应用

近年,沿海各地区水产养殖业发展迅速。由于内湾海区海水循环交换能力较弱,黑臭底泥的长期堆积,导致养殖水体水质和底质进一步恶化,然而这种问题普遍存在于封闭式或半封闭式水域环境中。对此,氢氧化镁作为水质、底质改良剂被应用于水环境的治理。本文概述了氢氧化镁的作用机理,包括氢氧化镁与悬浮颗粒物的静电、对氮磷的降解及对硫化氢的降解等作用;同时介绍了氢氧化镁在海水养殖场、淡水湖泊和水库、水华防控、赤潮防控及废水处理中的研究与应用;展望了氢氧化镁和纳米级氢氧化镁在水体环境领域的应用前景。     

Effects of sediment load on the abrasion of soil aggregate and hydraulic parameters in experimental overland flow

The breakdown of soil aggregates under rainfall and their abrasion in overland flow are important processes in water erosion due to the production of more fine and transportable particles and, the subsequent significant effect on the erosion intensity. Currently, little is known about the effects of sediment load on the soil aggregate abrasion and the relationship of this abrasion with some related hydraulic parameters. Here, the potential effects of sediment load on soil aggregate abrasion and hydraulic parameters in overland flow were investigated through a series of experiments in a 3.8-m-long hydraulic flume at the slope gradients of 8.7 and 26.8%, unit flow discharges from 2×10~(–3) to 6×10~(–3) m~2 s~(-1), and the sediment concentration from 0 to 110 kg m~(–3). All the aggregates from Ultisols developed Quaternary red clay, Central China. The results indicated that discharge had the most significant(P0.01) effect on the aggregates abrasion with the contributions of 58.76 and 60.34%, followed by sediment feed rate, with contributions of 39.66 and 34.12% at the slope gradients of 8.7 and 26.8%, respectively. The abrasion degree of aggregates was found to increase as a power function of the sediment concentration. Meanwhile, the flow depth, friction factor, and shear stress increased as a power function along with the increase of sediment concentration at different slope gradients and discharges. Reynolds number was obviously affected by sediment concentration and it decreased as sediment concentration increased. The ratio of the residual weight to the initial weight of soil aggregates(Wr/Wi) was found to increase as the linear function with an increasing flow depth(P=0.008) or Reynolds number(P=0.002) in the sediment-laden flow. The Wr/Wi values followed a power function decrease with increasing friction factor or shear stress in the sediment-laden flow, indicating that friction factor is the best hydraulic parameter for prediction of soil aggregate abrasion under different sediment load conditions. The information regarding the soil aggregate abrasion under various sediment load conditions can facilitate soil process-based erosion modeling.     

湍流强度对风电机组动力学特性及载荷的影响

为研究湍流强度对机组动力学特性及气动载荷的影响,以3.3 MW三叶片水平轴风电机组为研究对象,采用仿真及试验相结合的方法,并对来流风速和主导载荷进行功率谱分析。通过开展4种湍流强度0.10、0.12、0.14和0.16的计算仿真,结果表明随着湍流强度的增加,风电机组机舱振动加速度、载荷及等效疲劳载荷都有规律性变化。为验证仿真结果的合理性,对某风场的型式测试机组进行1a多的数据测试采集和分析。测试结果表明,机组运行在0.06、0.08、0.10和0.12这4种不同湍流强度下,其机组在不同风速运行下的机组振动及载荷同样出现有规律性的变化,仿真与实测结果的变化趋势吻合度较高。该研究为风电场风电机组的微观选址提供依据,也对风电机组设计有一定的指导意义。     

汽车变速器齿轮修形仿真分析

汽车变速器的关键部件齿轮因其加工和装配质量的影响,工作时容易引起振动噪声大及承载能力降低等问题,而齿轮修形是解决这些问题的有效方法,且成本较低。针对某款汽车变速器,利用Romax对齿轮进行修形分析。结果表明,修形后减小了齿轮的传动误差和最大接触应力,齿面载荷分布更加合理。有效改善了齿轮的传动性能,增加了齿轮寿命。