UPWARD FLOATING OF ALUM PARTICLE IN SEDIMENTATION BASIN OF THE INDONISIAN ASAM-ASAM POWER PLANT: CAUSE ANALYSIS AND COUNTERMEASURES
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UPWARD FLOATING OF ALUM PARTICLE IN SEDIMENTATION BASIN OF THE INDONISIAN ASAM-ASAM POWER PLANT: CAUSE ANALYSIS AND COUNTERMEASURES
Thermal Power GenerationVol. 41, Issue 9, Pages: 32-34(2012)
作者机构:
陕西西北发电运行集团有限责任公司
作者简介:
基金信息:
DOI:
CLC:TM621
Published:2012
稿件说明:
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LIU Peng Shaaxi Northwest Power Generation & Opertation Corporation. UPWARD FLOATING OF ALUM PARTICLE IN SEDIMENTATION BASIN OF THE INDONISIAN ASAM-ASAM POWER PLANT: CAUSE ANALYSIS AND COUNTERMEASURES[J]. Thermal power generation, 2012, 41(9): 32-34.
DOI:
LIU Peng Shaaxi Northwest Power Generation & Opertation Corporation. UPWARD FLOATING OF ALUM PARTICLE IN SEDIMENTATION BASIN OF THE INDONISIAN ASAM-ASAM POWER PLANT: CAUSE ANALYSIS AND COUNTERMEASURES[J]. Thermal power generation, 2012, 41(9): 32-34.DOI:
UPWARD FLOATING OF ALUM PARTICLE IN SEDIMENTATION BASIN OF THE INDONISIAN ASAM-ASAM POWER PLANT: CAUSE ANALYSIS AND COUNTERMEASURES
摘要
印尼ASAM-ASAM电厂河水预处理系统中的高密度沉淀池在调试期间出现矾花上浮、出水浊度偏大等问题
经分析发现其主要是由沉淀池部分排泥阀损坏
污泥无法及时排出、系统进水不稳定、加药方式不当、搅拌效果不佳等造成絮凝效果较差所致。对此
采取改变排泥频率
增加搅拌器中的轴长度
控制进水流量变化
调整沉淀池斜板倾角等措施后
沉淀池出水浊度降至4NTU左右
系统运行稳定。
Abstract
In order to solve the problem that the turbidity of effluent water from high density sedimentation basin in river water pretreatment system for the Indonisian ASAM-ASAM Power Plant was too large
which caused by the upward floating of alum particle during the debugging
analysis was conducted.Poor flocculation effect due to such factors as damage of some mud valves which results in not timely mud discharge
unstable water intake into the system
improper chemical compounds adding manner
and poor stirring effect was considered as the main reason.Thus
corresponding measures were taken
such as changing the mud discharge frequency
increasing the shaft length of the agitator
controlling the flow variation of water intake
adjusting the inclination of skew plate in the sedimentation basin
and so on.After the improvement
the turbidity of the effluent water decreased to about 4 NTU