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排序方式: 共有1481条查询结果,搜索用时 41 毫秒
1.
《International Journal of Hydrogen Energy》2022,47(63):27279-27292
This study assesses a sustainable solution to greenhouse gases (GHGs) mitigation using constructed wetland-microbial fuel cells (CW-MFC). Roots of wetland plant Acorus Calamus L. are placed in biological anode to better enable anode microorganisms to obtain rhizosphere secretion for power improvement. Three selected cathode materials have a large difference in GHG emissions, and among them, carbon fiber felt (CFF) shows the lowest emissions of methane and nitrous oxide, which are 0.77 ± 0.04 mg/(m2·h) and 130.78 ± 13.08 μg/(m2·h), respectively. The CFF CW-MFC achieves the maximum power density of 2.99 W/m3. As the influent pH value is adjusted from acidic to alkaline, the GHGs emissions are reduced. The addition of Ni inhibits GHGs emission but decreases the electricity, the power density is reduced to 1.09 W/m3, and the methane and nitrous oxide emission fluxes decline to 0.20 ± 0.04 mg/(m2·h) and 15.49 ± 1.86 μg/(m2·h), respectively. Low C/N ratio reduces methane emission, while high C/N ratio effectively inhibits nitrous oxide emission. At the influent pH 8 and C/N = 5:1, the methane emission flux is approximately 10.60 ± 0.27 mg/(m2·h), and the nitrous oxide emission flux is only 10.90 ± 1.10 μg/(m2·h). Based on the above experimental results by controlling variable factors, it is proposed that CW-MFC offers an environment-friendly solution to regulate GHG emissions. 相似文献
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An approach is presented to satisfy the demand for simple criteria, guidelines and models for the preliminary sizing of horizontal subsurface flow (SF) constructed wetland systems. This approach eliminates time-consuming calculations and iterations by providing graphical solutions for wetland system sizing. Therefore, it can be used for the preliminary assessment of new or performance evaluation of existing subsurface flow constructed wetland systems. The validity of this methodology is checked with data from existing systems and is found to be quite satisfactory. This methodology is combined with simple equations predicting the maximum wetland capacity in summer, so as to assist designers in sizing installations in tourist areas with increased summer populations. Furthermore, based on this methodology, a sensitivity analysis is performed of the area requirements for wastewaters of various strengths and various design conditions and performance criteria. The results provide a useful overview to engineers and further simplify the design methodology of new subsurface flow constructed wetland systems. 相似文献
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介绍了丹江口二桥深水墩基础施工平台的设计,重点介绍利用ANSYS通用有限元程序对施工平台的施工过模拟分析,以及对分析结果的总结。 相似文献
4.
基于连续性扩散流的湿地表面水流动力学模型 总被引:2,自引:0,他引:2
受表面密生植被的影响,湿地表面流总是处于高阻力、低流速状态。湿地表面流的水流动力学方程中,其水流加速度项相对于地表高密度植被造成的高阻力项相比,可以忽略。由此,以水流连续性方程和忽略加速度项的水流动力学方程为基础,构建基于连续性扩散流的湿地表面流动力学模型。该模型是一个抛物型偏微分方程,相对于描述一般径流流态的圣维南双曲型偏微分方程组而言,其求解过程相对容易。模型中的表面流流量采用修正的曼宁方程描述,表面糙率采用已有经验公式,数值计算方法采用六点差分格式。模拟结果表明,该模型能够体现湿地表面流的高阻力、低流速特征。水深越浅,水流模式变化越慢,水深越大,表面流受植被阻力越小,水流模式变化越快。 相似文献
5.
河道漫滩及湿地上淹没柔性植物水流的紊流特性 总被引:2,自引:0,他引:2
植物在河流生态的修复中起重要作用,因此对含植物明渠水流的紊流机理的研究显得非常重要。将河漫滩及湿地中含淹没柔性植物的水流视为充分发展了的紊流,在实验室中用特定材料模拟柔性植物,通过水槽试验用三维ADV对淹没柔性植物段紊流特性进行了测量研究,对试验结果计算分析表明含淹没柔性植物的垂向流速分布不再符合指数分布;其紊流具有明显的各向异性特性;植物冠层交界处,水流紊动交换强烈,该处紊流强度及雷诺应力出现最大值。 相似文献
6.
新水沙环境下的黄河三角洲湿地资源动态变化研究 总被引:1,自引:0,他引:1
利用1996年、2000年和2004年Landsat TM/ETM+遥感影像,对黄河三角洲近年来的湿地资源动态变化进行了研究。研究表明:近年来黄河三角洲地区湿地资源是增加的,1996~2004年湿地总面积增加了22838.55hm^2,年平均增长率为2854.82hm^2/年。同时,对黄河三角洲湿地资源变化的原因进行了分析,分析表明:这种变化是黄河来水来沙减少和人工调水调沙的相互作用、农业开发和城市化建设等对湿地的破坏和有目的的湿地保护的相互作用、气候条件的变化等因素综合作用的结果。 相似文献
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Akanksha Bhardwaj Gh Nabi Najar Puneeta Pandey 《Lakes & Reservoirs: Research and Management》2017,22(4):349-363
The Harike Wetland situated in Punjab is a Ramsar site and a wetland of national importance. The present study was undertaken to assess the spatiotemporal dynamics of the wetland on the basis of geospatial technology and ground‐based studies. Landsat images for the years 2002 and 2014 were acquired from the United States Geological Survey and classified digitally to generate landuse/land cover maps involving four classes (water, grassland (including water hyacinth), agriculture, built‐up (settlement), barren land). The total area of the Harike Wetland was found to be 8023.68 ha. Water sampling at eleven sites was carried out and evaluated for physicochemical parameters. The water quality at several sampling points was found to be severely degraded. Change detection analysis revealed the submerged area (area under water) and grassland (including water hyacinth) had decreased over the past 12 years, whereas that area under agriculture and built‐up land has increased, indicating a shrinkage in the total wetland area. The present study also indicated that the near‐infrared band is a good indicator of water quality parameters, as indicated by the significant positive correlation between the near‐infrared band and relevant water parameters. Because the wetland is important from both an ecological perspective and economic perspective, regular monitoring is recommended, for which geospatial technology has proven to be very useful. 相似文献
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