Apr 13, 2026

Primary Vs Secondary Sedimentation Tanks: Qhov txawv ntawm qhov tseem ceeb, kev ua haujlwm, thiab kev daws teeb meem

Tso lus

Qhov tseem ceeb sib txawv ntawm cov thawj thiab thib ob Sedimentation Tanks

Qhov chaw nyob hauv Txoj Kev Kho Mob

Thawj Sedimentation Tank
Nyob tom qab lub chamber grit thiab ua ntej lub aeration tank, lub hauv paus sedimentation tank tshem tawm cov khib nyiab thaum ntxov hauv cov txheej txheem kho. Nws tuaj yeem ua tiav90% tshem tawm cov khib nyiab, txo cov load ntawm downstream biological kev kho mob.

Secondary Sedimentation Tank
Muab tso rau tom qab kev kho mob lom (xws li lub tank aeration), lub tank thib ob cais cov sludge los ntawm cov dej kho thiab tso cai rau cov sludge rov ua dua. Nws yog ib qho tseem ceeb ntawm kev kho kab mob lom.

 

Lub Hom Phiaj Kho Mob

Thawj Sedimentation Tank

Tshem tawm cov khib nyiab (SS)

Txo ib feem ntawm cov organic load (tsuas yog raug tshem tawm BOD₅)

Txhim kho tej yam kev mob rau kev kho mob lom

Secondary Sedimentation Tank

Separates activated sludge los ntawm cov cawv sib xyaw

Kov sludge nrog:

Siab concentration

Flocculent qauv

Tsawg ceev

Yooj yim daws qhov nrawm

 

Hom Tsim Parameters

Thawj Sedimentation Tank

Qhov chaw thau khoom: 1.5-3.0 m³ / m²·h

Ceev ceev: 1.5-3.0 m / h

Lub sijhawm khaws cia: 1.0-2.0 h

Weir loading: Tsawg dua lossis sib npaug li 2.9 L / s·m

Cov dej noo: 95% -97%

Secondary Sedimentation Tank (Activated Sludge)

Qhov chaw thau khoom: 1.0-1.5 m³ / m²·h

Ceev ceev: 1.0-1.5 m / h

Lub sijhawm khaws cia: 1.5-2.5 h

Weir loading: Tsawg dua lossis sib npaug li 1.7 L / s·m

Cov dej noo: 99.2% - 99.6%

Secondary Sedimentation Tank (Biofilm Process)

Qhov chaw thau khoom: 1.0-1.5 m³ / m²·h

Lub sijhawm khaws cia: 1.5-4.0 h

Cov dej noo: 96% -98%

Weir loading: Tsawg dua lossis sib npaug li 1.7 L / s·m

 

Kev ua haujlwm thiab kev saib xyuas zoo tshaj plaws

Thawj Sedimentation Tank

Txhim kho sludge scraping cycles kom tsis txhob sludge flotation los yog cuam tshuam

Xav kom tsis tu ncua sludge tawm; saib xyuas kom zoo yog tias siv tas li tso tawm

Xyuas kom cov effluent faib thiab ntxuav cov weirs tsis tu ncua

Ua kom zoo scum tshem tawm qhov system sib dhos

Tshawb xyuas cov khoom siv rau lub suab nrov, corrosion, thiab mechanical teeb meem

Flush sludge pipelines txhua hli kom tsis txhob txhaws

Ua kev tu txhua xyoo thiab tshuaj xyuas tag nrho

Saib xyuas qhov tseem ceeb: SS, COD, BOD₅, pH, kub

 

Secondary Sedimentation Tank

Xyuas kom meej txawm tias muaj kev faib tawm thoob plaws lub tank

Tsis tu ncua tshem tawm scum thiab yaug scum hoppers

Tuav cov kav dej theem kom tiv thaiv luv luv -circuiting

Saib xyuas sludge pam qhov siab thiab effluent clarity

Tshawb xyuas kev ua haujlwm ntawm scraper, kev vibration, thiab kev ua haujlwm ntawm lub cev muaj zog

Ua txhua xyoo kev tshuaj xyuas lub tank, tshwj xeeb tshaj yog rau cov khoom hauv dej

Ceev faj thaum muab cov tank tso rau hauv cov dej hauv av siab

Txheeb xyuas cov tshuab tswj tsis siv neeg (piv txwv li, qib sludge-raws li paug)

 

Tej teeb meem thiab kev daws teeb meem

Thawj Sedimentation Tank

Fine Suspended Solids hauv Effluent

Ua rau

Hydraulic shock load los yog overload

Sludge disintegration vim dhau - aeration

Poorly settling hais

Kev daws teeb meem

Txhim kho cov dej sib npaug

Optimize inlet / qhov hluav taws xob faib

Kho qhov ntsuas aeration

Ntxiv flocculants yog tias tsim nyog

 

Sludge Floating

Ua rau

Septic influent

Denitrification los ntawm nitrate - nplua nuj sludge

Kev cuam tshuam los ntawm kev kho sludge rov qab ntws

Kev daws teeb meem

Kho qhov ntsuas hydraulic

Txhim khu kev tshem tawm scum

Tswj sludge hnub nyoog thiab nitrification

 

Sludge Ntxuav

Ua rau

Uneven weir loading

Scraper malfunction

Cua cuam tshuam (rau qhib tso tsheb hlau luam)

Kev daws teeb meem

Kho cov theem weir

Kho khoom siv

 

Secondary Sedimentation Tank

Tsawg Dissolved Oxygen hauv Effluent

Ua rau

Tshaj sludge tuav

Cov cuab yeej ua haujlwm tsis zoo

Kub kub

Kev daws teeb meem

Nce sludge rov qab tus nqi

Kho scrapers

Txhim kho qhov kub thiab txias

 

Siab BOD₅ thiab COD hauv Effluent

Ua rau

Kev poob siab

Tsis zoo aeration tswj

Kev daws teeb meem

Txhim khu kev soj ntsuam

Optimize aeration tank ua haujlwm

 

Sludge Floating

Ua rau

Anaerobic tej yam kev mob (gas ntau lawm xws li H₂S)

Denitrification ua cov roj nitrogen

Kev daws teeb meem

Nce sludge tawm

Txhim kho aeration ntawm lub qhov hluav taws xob tank

Tswj sludge tuav lub sij hawm (SRT)

 

Primary thiab secondary sedimentation tanks pabtxawv tab sis complementary luag hauj lwm:

Thawj cov tanktsom rau kev tshem tawm cov khib nyiab thiab txo cov load

Secondary tanksxyuas kom meej sludge sib cais thiab rov ua dua

Tsim kom raug, kev ua haujlwm, thiab kev daws teeb meem ntawm ob lub tshuab yog qhov tseem ceeb rau kev tswj xyuas cov dej khib nyiab ruaj khov.

primary settling tank

 

Xa kev nug