
XIA Wen-lin,HUANGWei.Determination on Dredging Depth of River Sediment in the Comprehensive Treatment Project of Black and Odorous Water Bodies[J].China Water & Wastewater,2022,38(6):44-47.
ڳˮwCкӵȵĴ_
- Title:
- Determination on Dredging Depth of River Sediment in the Comprehensive Treatment Project of Black and Odorous Water Bodies
PI~:- ڳˮw; ; ؽ; @Ⱦur; ŝ
- Keywords:
- black and odorous water body; dredging depth of sediment; heavy metals; evaluation of sediment pollution; criterion of flood protection and storm drainage
ժҪ:- ӵٻɺӵ治㣬ҵȾͷŻˮȾǵؽĺӵ̬صƻ˺ӵںڳˮwۺбز١ԽŸڳˮwۺΪԺӵȵȷϸʵںӵȵȷӦˮʿĿꡢȾۡԱӵµȶԵأع淶ȷ١
- Abstract:
- The deposition of river sediment will cause the insufficient flow section and the release of pollutants in river sediments may further cause serious pollution to the water bodies. Specially, the excessive accumulation of heavy metals in sediment poses a serious damage to the ecological environment. Thus, the river dredging is a routine necessity in the black and odorous water body treatment. Taking the comprehensive treatment project of the black and odorous water body for Mayuan River in Jiangmen High-tech Zone as an example, the determination of the depth of river sediment dredging was analyzed in detail. This work reveals that the determination of the dredging depth of river sediment should be based on factors such as water quality assessment, sediment pollution evaluation, flood control and drainage standards, and the stability of the river slope. Moreover, the analysis shall be conducted according to the relevant regulations to ensure that the dredging is on-demand.
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ע迪ͰlƱд֣迪ֵ˰רðlƱͨlƱϢд
ʮ@ǧ˴ιĿ֮һVʾˮĿȵ
HANPei-jun,ZHANGMing,WUYan-hua,et al.Sludge Yield Calculation and Conventional Sludge Treatment Process Design of Sewage Treatment Plant[J].China Water & Wastewater,2024,40(4):71-77.
@ˮS@bӋͳҎ̎OӋ
- Title:
- Sludge Yield Calculation and Conventional Sludge Treatment Process Design of Sewage Treatment Plant
- PI~:
- @; @ϵ; Ԥ̎@; ʣ@; ѧ@; ˮ
- Keywords:
- sludge yield; sludge yield coefficient; pretreated sludge; excess sludge; chemical sludge; moisture content
ժҪ:- ȷˮ@OӋ@̎ϵͳĻOӋǶȶԤ̎@ࡢʣ@ͻѧ@м㹫ʽۣҪԤ̎@ʽϵαˮSSʣ@ʽЛ@ϵY@תfѧ@ʽҩתϵKˮܽȡֵ˷ʣ@㹫ʽЛ@θcȡֵϿ⣬ƽⷨУˡ⣬˵θc>20 dʱYӦԿオCODBCODΪͬʱ顶ˮOӋʣ@㹫ʽʱӦǻԛ@ԴеĶԲŨຬˮȡ99.2%ˮͣʱȡ12~16 hף·ͶӾۺȻPACصԽҺTPŨȡ@Ũѹѹˮܽ@ຬˮʽ55%ңһͺˮˮӸɻڡ
Abstract:- Reasonable calculation of sludge yield is the basis of sludge treatment system design. This paper discussed the existing calculation formulas for calculating the yields of pretreated sludge, excess sludge and chemical sludge from the design point of view, and analyzed the determination of important parameters such as coefficient α and effluent SS in the pretreated sludge yield formula, sludge yield coefficient Y and sludge conversion rate f in the excess sludge yield formula, coefficient K of sludge converted by agent and dissolved total phosphorus in influent and effluent in the chemical sludge yield formula. The phosphorus balance method was proposed to check the excess sludge calculation formula, so as to solve the problem of wide range of sludge age θc. It was also proposed that Y should be calculated based on biodegradable COD (BCOD) when θc was greater than 20 days. In addition, it was suggested that the inert residues in the endogenous respiration process of activated sludge should be considered in the revision of the excess sludge calculation formula specified in Standard for Design of Outdoor Wastewater Engineering. It was recommended that the moisture content and hydraulic retention time of gravity concentrated sludge should be 99.2% and 12-16 h to avoid anaerobic phosphorus release. Adding polymeric aluminum chloride (PAC) to the sludge inlet pipe or bottom aeration was employed to reduce the TP in supernatant. Conventional sludge concentration, conditioning and ultra-high plate and frame pressure filtration and dehydration process can reduce the moisture content of the sludge to approximately 55%, and further reducing the moisture content requires additional drying process after dehydration.
/Last Update: 2024-02-17
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