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超高流态水下不分散混凝土在补强钢围堰底部的应用 被引量:3
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作者 余泽文 袁炜 +1 位作者 王文彬 陈开荣 《建筑技术开发》 2021年第14期29-31,共3页
为满足深水基础钢围堰底部堵漏补强,研究制备一种超高流态自密实水下不分散混凝土。通过应用水泥分散剂、水下抗分散剂、矿物掺合料选用、密实骨架堆积、超高流动性、自密实性能等技术,研究并制备用于钢围堰基础堵漏补强的超高流态水下... 为满足深水基础钢围堰底部堵漏补强,研究制备一种超高流态自密实水下不分散混凝土。通过应用水泥分散剂、水下抗分散剂、矿物掺合料选用、密实骨架堆积、超高流动性、自密实性能等技术,研究并制备用于钢围堰基础堵漏补强的超高流态水下不分散混凝土。 展开更多
关键词 超高流态 堵漏补强 水下不分散
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Bed expansion behavior and sensitivity analysis for super-high-rate anaerobic bioreactor
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作者 Xiao-guang CHEN Ping ZHENG +1 位作者 Jing CAI Mahmood QAISAR 《Journal of Zhejiang University-Science B(Biomedicine & Biotechnology)》 SCIE CAS CSCD 2010年第2期79-86,共8页
Bed expansion behavior and sensitivity analysis for super-high-rate anaerobic bioreactor (SAB) were performed based on bed expansion ratio (E), maximum bed sludge content (Vpmax), and maximum bed contact time be... Bed expansion behavior and sensitivity analysis for super-high-rate anaerobic bioreactor (SAB) were performed based on bed expansion ratio (E), maximum bed sludge content (Vpmax), and maximum bed contact time between sludge and liquid (Tmax). Bed expansion behavior models were established under bed unfluidization, fluidization, and transportation states. Under unfluidization state, Ewas 0, Vprnax was 4867 ml, and rmax was 844-3800 s. Under fluidization state, E, Vpmax, and Tmax were 5.28%-255.69%, 1368-4559 ml, and 104-732 s, respectively. Under transportation state, washout of granular sludge occurred and destabilized the SAB. During stable running of SAB under fluidization state, E correlated positively with superficial gas and liquid velocities (Ug and ul), while Vpmax and Tmax correlated negatively. For E and Vpmax, the sensitivities of ug and ul were close to each other, while for Tmax, the sensitivity of ur was greater than that of Ug. The prediction from these models was a close match to the experimental data. 展开更多
关键词 Anaerobic bioreactor Expansion behaviors Bed expansion ratio Fluidization state Sensitivity analysis
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