2 gZ
2.0.1 }Ͼ mixed well
ɷʽھ;Oһܾ^VMɵĵˮȡˮB
ɷʽھ;Oһܾ^VMɵĵˮȡˮB
2.0.2 V inverted layer
ڴھˮˮϸֵļɰ㡣
ڴھˮˮϸֵļɰ㡣
2.0.3 ǰ suction intank canal
ӽˮˮأʹˮˮȽˮأĹ
ӽˮˮأʹˮˮȽˮأĹ
2.0.4 ˮ inflow runner
Ϊƴˮˮõˮˮڵˮͨ
Ϊƴˮˮõˮˮڵˮͨ
2.0.5 Ԥ biological pre-treatment
ҪãȥԭˮалȾȵľˮ̡
ҪãȥԭˮалȾȵľˮ̡
2.0.6 ˳ shutter filter
˸һˮһ÷巧ˮϴʱˮϴֹͣʱԷ巧ˮõϵˮϴ˳ء
˸һˮһ÷巧ˮϴʱˮϴֹͣʱԷ巧ˮõϵˮϴ˳ء
2.0.7 巧 flap valve
ԳΪתᣬ0°~90°Χڷתγɲͬȵķš
ԳΪתᣬ0°~90°Χڷתγɲͬȵķš
2.0.8 λ ferrosoferriccoagulation sedi-mentation for defluorinate
ˮͶӾʣγɴȽʻҲ֮ۻͨ˽ӴˮгȥĹ̡
2.0.9 activated aluminum process for defluorinate
ûӣˮгȥĹ̡
ûӣˮгȥĹ̡
2.0.10 regeneration
ӽʧЧʹָԭ̬Ĺչ̡
ӽʧЧʹָԭ̬Ĺչ̡
2.0.11 adsorption capacity
ϻӽijʻӵ
ϻӽijʻӵ
2.0.12 Ⱦָfouling index
ۺϱʾͽʵŨȺԣ϶Ĥ̶ȵָꡣ
ۺϱʾͽʵŨȺԣ϶Ĥ̶ȵָꡣ
2.0.13 chlorine disinfection
ҺȻơƯۡƯͶˮнӴĹա
ҺȻơƯۡƯͶˮнӴĹա
2.0.14 ˮ豸 ultravioletUVreactor
ͨƹˮ豸ơʯӢܡǿȴϴϵͳɡ
ͨƹˮ豸ơʯӢܡǿȴϴϵͳɡ
2.0.15 ʽ豸ʽ豸 closed vessel reactor
ƹܲڱպʽĹ·е豸
ƹܲڱպʽĹ·е豸
2.0.16 ozonation
óˮеֱɵǻɻˮоķ
óˮеֱɵǻɻˮоķ
2.0.17 ̿ activated carbon adsorption tank
ɵһ̿Ϊ϶オõĴ
ɵһ̿Ϊ϶オõĴ
2.0.18 ̿ɰ˳ granular activated carbon-sand filter
̿̿Ϻɰ˲㣬ͬʱǡл˳ء
̿̿Ϻɰ˲㣬ͬʱǡл˳ء
2.0.19 ѹʽпάĤ inside-out hollow fiber mem-brane
ѹ´ˮĤ˿ڹĤ˿пάĤ
ѹ´ˮĤ˿ڹĤ˿пάĤ
2.0.20 ѹʽпάĤ outside-in hollow fiber mem-brane
ѹ´ˮĤ˿Ĥ˿ڵпάĤ
ѹ´ˮĤ˿Ĥ˿ڵпάĤ
2.0.21 ѹʽĤ pressurized membrane process
ѹˮװпάĤ״ѹй˵Ĥա
ѹˮװпάĤ״ѹй˵Ĥա
2.0.22 ûʽĤ submerged membrane process
пάĤڴˮˮڲɸѹĤˮй˵Ĥա
пάĤڴˮˮڲɸѹĤˮй˵Ĥա
2.0.23 ˹ dead-end filtration
ˮȫĤ˵Ĺ˷ʽ
ˮȫĤ˵Ĺ˷ʽ
2.0.24 cross-flow filtration
ˮĤˡĤĹ˷ʽ
ˮĤˡĤĹ˷ʽ
2.0.25 ĤԼ integrity test
ĤϵͳȾȥĤ̶ȵĶڼ⡣
ĤϵͳȾȥĤ̶ȵĶڼ⡣
2.0.26 Ĥ module set
ѹʽĤϵͳĤ֧ܡˮˮܡԼַŹɵĿɶеĹ˵Ԫ
ѹʽĤϵͳĤ֧ܡˮˮܡԼַŹɵĿɶеĹ˵Ԫ
2.0.27 Ĥ membrane tank
ûʽĤϵͳпɶеĹ˵Ԫ
ûʽĤϵͳпɶеĹ˵Ԫ
2.0.28 Ĥ membrane cassette
ĤдĤ֧ܡˮܺͲܵĻģ顣
ĤдĤ֧ܡˮܺͲܵĻģ顣
2.0.29 ѹ˥ pressure decay test
ݵԭͨĤϵͳѹ˥ʼĤϵͳԵķ
ݵԭͨĤϵͳѹ˥ʼĤϵͳԵķ
2.0.30 й© leak test
ݵԭͨݶλĤķ
ݵԭͨݶλĤķ
2.0.31 ͨ normal flux
ˮº£ϵͳĤ飨Ĥأڹ״̬ʱĤͨ
ˮº£ϵͳĤ飨Ĥأڹ״̬ʱĤͨ
2.0.32 ͨ maximum flux
ˮº£ϵͳĤ飨Ĥأڹ״̬ʱĤͨ
ˮº£ϵͳĤ飨Ĥأڹ״̬ʱĤͨ
2.0.33 ƿĤѹ normal transmembrane pressure
ˮºͨ£ϵͳĤ飨Ĥأڹ״̬ʱĿĤѹ
ˮºͨ£ϵͳĤ飨Ĥأڹ״̬ʱĿĤѹ
2.0.34 ƿĤѹ maximum transmembrane pres-sure
ˮºͨ£ϵͳĤ飨Ĥأδ״̬ʱĿĤѹ
ˮºͨ£ϵͳĤ飨Ĥأδ״̬ʱĿĤѹ
2.0.35 ѧȶ chemical stability
ˮзĸֻѧӦˮܵӰ̶ȣˮԹܵĸʴʵijܱڸʴܽͷԼˮɻ۵ȡ
ˮзĸֻѧӦˮܵӰ̶ȣˮԹܵĸʴʵijܱڸʴܽͷԼˮɻ۵ȡ
2.0.36 ȶ biostability
ˮпオл֧ϸDZ
ˮпオл֧ϸDZ
2.0.37 ɭָ Larson RatioLR
ԶԤˮӡӶԽܵʴԹܱڸʴܽͷԵָ
ԶԤˮӡӶԽܵʴԹܱڸʴܽͷԵָ
2.0.38 ڳ adjusting tank
ԵڽˮĹ
ԵڽˮĹ
2.0.39 ˮ drain tank
Խɺ͵˳طϴˮΪĵڳأϴˮʱҲƻˮء
Խɺ͵˳طϴˮΪĵڳأϴˮʱҲƻˮء
2.0.40 sludge discharge tank
Խɺ͵ڳˮΪĵڳء
Խɺ͵ڳˮΪĵڳء
2.0.41 sludge tank with floating trough
иռҺء
иռҺء
2.0.42 ۺ combined sludge tank
Ƚɺ͵ڳˮֽɺ͵˳طϴˮĵڳء
Ƚɺ͵ڳˮֽɺ͵˳طϴˮĵڳء
2.0.43 ԭˮǶȡֵ design turbidity value of raw water
ȷˮϵͳƹģԭˮǶȡֵ
ȷˮϵͳƹģԭˮǶȡֵ
2.0.44 supernumerary sludge
ԭˮǶȸȡֵʱֵҩ
ԭˮǶȸȡֵʱֵҩ
2.0.45 ɻ sludge drying bed
ͨ˻ȻȥֺˮĴʩ
ͨ˻ȻȥֺˮĴʩ
2.0.46 Ӧˮ emergency water supply
зͻ¼ԭиˮϵͳˮҪȡʵѹЪˮʹӦˮԴͱˮԴĹˮʽ
зͻ¼ԭиˮϵͳˮҪȡʵѹЪˮʹӦˮԴͱˮԴĹˮʽ
2.0.47 ˮԴ alternate waterresource
ΪӦԼ˸ɺ̳ԵˮԴˮˮµijˮԴȡˮȡö裬볣ˮԴΪáлеˮԴͨ滮ڳйˮ֤ΪĿꡣ
ΪӦԼ˸ɺ̳ԵˮԴˮˮµijˮԴȡˮȡö裬볣ˮԴΪáлеˮԴͨ滮ڳйˮ֤ΪĿꡣ
2.0.48 ӦˮԴ emergency water resource
ΪӦͻˮԴȾ裬ˮԴˮʻҪҾ߱볣ˮԴлˮԴͨȵо桢ˮΪĿꡣ
ΪӦͻˮԴȾ裬ˮԴˮʻҪҾ߱볣ˮԴлˮԴͨȵо桢ˮΪĿꡣ
2.0.49 Ӧˮ emergency water treatment
ˮԴˮܵͻȾӰˮԽϲӦˮԴʱΪʵˮʴȡӦʩ
ˮԴˮܵͻȾӰˮԽϲӦˮԴʱΪʵˮʴȡӦʩ




