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谈3000m障碍跑的训练方法 被引量:1
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作者 姜淑华 《哈尔滨体育学院学报》 2002年第1期103-104,共2页
3000m 障碍跑要运动员具备较高水平的两翼项目平跑能力、跨栏技术与过水池技术和力量耐力素质,因此,教练员必须选择具有针对性的训练方法,来提高障碍跑成绩。
关键词 障碍跑 跨栏技术 过水池技术 两翼项目 有氧训练
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山东省3000米障碍赛运动员姜冰的动作技术诊断
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作者 金丽 丁征业 +1 位作者 宋祺鹏 时娜 《山东体育科技》 北大核心 2012年第2期18-20,共3页
使用二维高速摄像技术,采用APAS和Dartfish动作解析软件对山东省优秀3 000米障碍赛运动员姜冰的过栏及过水池技术动作进行定量分析。发现姜冰在完成跨栏动作时,步速过慢,影响其跨栏距离。建议在今后的跨栏训练中注意训练栏前的加速。在... 使用二维高速摄像技术,采用APAS和Dartfish动作解析软件对山东省优秀3 000米障碍赛运动员姜冰的过栏及过水池技术动作进行定量分析。发现姜冰在完成跨栏动作时,步速过慢,影响其跨栏距离。建议在今后的跨栏训练中注意训练栏前的加速。在过水池时助跑最后一步步幅偏大,导致加速不足,过栏时动作幅度偏小,导致落地距离偏小,双足湿显著影响比赛成绩。建议其在助跑过程中采用小步加速的方法,增加上栏前的水平速度。 展开更多
关键词 3 000米障碍赛 过栏 过水池 技术诊断
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Synergism of Novel Sequence Bio-ecological Process and Biological Aerated Filter for Sewage Treatment in Cold Climate 被引量:3
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作者 张鹏 海热提 +2 位作者 周东凯 何一群 白志远 《Chinese Journal of Chemical Engineering》 SCIE EI CAS CSCD 2011年第5期881-890,共10页
A lab-scale integrated treatment system including the novel sequence bio-ecological process (SBEP) and biological aerated filter (BAF) for a sewage mixture (chemistry laboratory wastewater and domestic sewage) w... A lab-scale integrated treatment system including the novel sequence bio-ecological process (SBEP) and biological aerated filter (BAF) for a sewage mixture (chemistry laboratory wastewater and domestic sewage) was presented in this paper. The main objective of the study was to test the contribution of artificial aeration, recir-culation ratio and mass concentration of steel slag on pollutant removal in winter when the plants are dormant. It had been shown that SBEP and BAF play different roles in removing contaminants from wastewater. During the airflow experiment, the removal efficiency of COD and TP in SBEP was higher than that in BAF, whereas BAF can compensate for the deficiency of SBEP where no significant improvement on ammonium nitrogen removal is ob-served. Yet, the removal etticiencies of COD,TP and NH4^+ -N in SBEP could be improved apparently when ditterent recireulation ratio or various mass concentration of steel were applied. Especially, when the airflow of 0.06 L·h^-1, the recirculation ratio rate of 80% and the mass concentration of steel of 2.2-2.4 g·L^-1 were applied, thehighest efficiency of 94.6%, 77.9% and 80.7% for COD, TP and NH4^+ -N were achieved,-respectively,The integrated treatment system of SBEP and BAF was proved to be an effective wastewater treatment technique and a better alternative to treat domestic sewage. 展开更多
关键词 vertical subsurface constructed wetlands biological aerated filter bio-contact oxidation process car-bon fiber AERATION recirculation ratio
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Simultaneous Carbon and Nitrogen Removal in Wastewater Treatment Using a Partially Packed Biological Aerated Filter (BAF) without Backwashing Process
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作者 Z. Amir S. Fatihah +1 位作者 M. Denecke S.M. Zain 《Journal of Environmental Science and Engineering》 2010年第7期15-23,共9页
Biological aerated filter (BAF) is an advanced oxidation process that can sustain high volumetric loads with high quality effluent. However, backwashing process needed for the system limits its applicability. This s... Biological aerated filter (BAF) is an advanced oxidation process that can sustain high volumetric loads with high quality effluent. However, backwashing process needed for the system limits its applicability. This study is to investigate the possibility of removing carbon and nitrogen simultaneously in a biological aerated filter (BAF) with partially packed media without any backwashing process. The upper part of BAF up to 0.5 m depth is packed with plastic media (Kaldnes K1) with diameter and length of 10 mm and 7 mm respectively. This partially packed BAF creates a hybrid system of attached growth and suspended growth combined in a single reactor. Three C:N ratios, i.e. 15, 10 and 4, were compared during this study by varying the nitrogen loading while the carbon loading was kept constant at 1.0±0.54 kg COD/(m^3·d). The organic loading rate (OLR) ratios were calculated based on carbon and TKN loading. The carbon removal percentage of 86.7±7.3%, 85.1±10.3%, and 91.0±5.6% and TKN removal percentage of 24.7±11.6%, 48.0±25.9% and 62.8±7.9% were achieved after steady-state for the C:N ratio of 15, 10, and 4 respectively. Suspended solid concentration in the effluent was found to be high throughout the treatment, but no clogging occurred during the 4 months of operation period even though backwashing was eliminated. 展开更多
关键词 BAF carbon removal NITRIFICATION BACKWASHING C:N ratio
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