ČSN EN 1085 - Čištění odpadních vod - Slovník
| Stáhnout normu: | ČSN EN 1085 (Zobrazit podrobnosti) Zákazníci, kteří mají na svém počítači sjednanou od České agentury pro standardizaci (ČAS) službu ČSN on-line pro elektronický přístup do plných textů norem v pdf (verzi pro firmy nebo pro jednotlivce), mohou zde přímo otevírat citované ČSN. |
| Datum vydání/vložení: | 2007-09-01 |
| Třidící znak: | 750160 |
| Obor: | Vodní hospodářství. Názvosloví |
| ICS: |
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| Stav: | Platná |
- 1010 wastewater
- 1020 foul wastewater
- 1030 sludge
- 1040 population P
- 1050 population equivalent PE
- 1060 total number of inhabitants and population equivalents PT
- 1070 design capacity
- 1080 treatment capacity
- 1090 degree of utilization
- 1100 receiving water
- 1110 final effluent; treated wastewater
- 1120 final effluent discharge point
- 1130 discharge point
- 1140 discharge consent
- 1150 consent effluent standard
- 1160 grab sample
- 1170 composite sample
- 1180 time proportional sample; time composite sample
- 1190 flow proportional sample; flow composite sample
- 1200 groundwater table
- 1210 bottom water level BWL
- 1220 top water level TWL
- 1230 tightness testing
- 1240 package plant
- 1250 on site construction
- 1260 site assembly
- 1270 catchment area
- 1280 outfall
- 2000 Types of wastewater and wastewater collection
- 2010 raw wastewater
- 2020 septic sewage; septic wastewater
- 2030 domestic wastewater; sewage
- 2040 industrial wastewater; trade wastewater; trade effluent
- 2050 urban wastewater; municipal wastewater
- 2060 rain water
- 2070 surface water
- 2080 heat exchange water
- 2090 leachate
- 2100 combined wastewater
- 2110 combined system
- 2120 separate system
- 2130 combined sewer overflow
- 2140 storm water overflow
- 2150 storm water overflow discharge
- 2160 cesspool
- 2170 pressure main; rising main
- 2180 vacuum main
- 2190 grey water
- 2200 black water
- 2210 infiltration
- 2220 infiltration (2220) English
- 2230 exfiltration
- 2240 detention tank
- 2250 drain
- 2260 gravity system
- 2270 sewer
- 2280 sewer system
- 3000 Wastewater quantity and quality
- 3010 flow
- 3020 peak flow
- 3030 design peak flow
- 3040 dry weather conditions
- 3050 dry weather flow
- 3060 dry weather peak hourly flow
- 3070 average flow
- 3080 volume of water discharge
- 3090 load
- 3100 concentration
- 3110 biochemical oxygen demand BODt
- 3120 chemical oxygen demand COD
- 3130 total organic carbon TOC
- 3140 dissolved organic carbon DOC
- 3150 total solids TS
- 3160 suspended solids SS
- 3170 dissolved solids
- 3180 settleable solids
- 3190 floating solids
- 3200 total nitrogen Ntot
- 3210 Kjeldahl Nitrogen KN
- 3220 total phosphorus
- 3230 dissolved phosphorus
- 3240 toxic substance
- 4000 Methods, characteristics and impact on the environment
- 4010 pretreatment
- 4020 preliminary treatment
- 4030 primary treatment
- 4040 secondary treatment
- 4050 biological treatment
- 4060 tertiary treatment; advanced treatment
- 4070 aerobic wastewater treatment
- 4080 anaerobic wastewater treatment
- 4090 multistage biological treatment
- 4100 aerobic
- 4110 anoxic
- 4120 anaerobic
- 4130 degradation
- 4140 biodegradation
- 4150 aerobic degradation
- 4160 anaerobic degradation
- 4170 total respiration
- 4180 substrate
- 4190 respiration rate
- 4200 substrate respiration
- 4210 endogenous respiration
- 4220 eutrophication
- 4230 nutrient salts
- 4240 nutrient salts removal
- 4250 ammonification
- 4260 nitrification
- 4270 denitrification
- 4280 plug-flow system
- 4290 completely mixed system
- 4300 power per unit volume of reactor
- 4310 retention period; detention time
- 4320 degree of separation
- 4330 contact time
- 4340 volumetric loading
- 4350 surface loading rate
- 4360 mass surface loading rate
- 4370 settling velocity
- 4380 weir-overflow rate
- 4390 settlement tank; sedimentation tank
- 4400 scraper
- 4410 flotation process
- 4420 floating sludge; scum
- 4430 scumboard
- 4440 stripping
- 4450 biological seeding
- 4460 disinfection
- 4470 flow splitter
- 4480 baffle
- 4490 dosing point
- 4500 wastewater treatment plant
- 4510 physico-chemical treatment of wastewater
- 4520 semipermeable membrane
- 4530 cross flow filtration
- 4540 dead end filtration
- 4550 granular media filter
- 4560 drum filter
- 4570 microstrainer
- 5000 Preliminary and primary treatment
- 5010 screen
- 5020 sieve
- 5030 screenings
- 5040 screening press
- 5050 macerator; comminutor
- 5060 grit separator
- 5070 grit chamber
- 5080 aerated grit chamber
- 5090 grit classifier
- 5100 grease separator; oil separator
- 5110 balancing; equalization
- 5120 balancing tank
- 5130 primary settlement tank
- 5140 lamella separator
- 6000 Fixed film treatment
- 6010 biological film
- 6020 fixed film reactor
- 6030 biological filter; trickling filter; percolating filter
- 6040 biological contactor
- 6050 submerged bed reactor
- 6060 granular fixed bed reactor; biofilter
- 6070 fluidized bed reactor
- 6080 sand filter
- 6090 constructed wetland
- 6100 support media
- 6110 support media specific surface
- 6120 filter dosing chamber
- 6130 filter distributor
- 6140 humus sludge
- 6150 humus tank
- 6160 recirculation
- 7000 Activated sludge treatment
- 7010 activated sludge process
- 7020 activated sludge
- 7030 return activated sludge
- 7040 return sludge ratio
- 7050 denitrification mixed liquor recirculation ratio
- 7060 mixed liquor
- 7070 mixed liquor suspended solids MLSS
- 7080 mixed liquor volatile suspended solids MLVSS
- 7090 surplus activated sludge; waste activated sludge; excess sludge
- 7100 specific surplus sludge production
- 7110 sludge age
- 7120 mean cell residence time MCRT
- 7130 sludge loading F/M
- 7140 SBR reactor
- 7150 aeration
- 7160 tapered aeration; step aeration
- 7170 aeration tank
- 7180 oxidation ditch
- 7190 contact-stabilization
- 7200 extended aeration
- 7210 oxygen concentration
- 7220 oxygen saturation value
- 7230 oxygen uptake rate
- 7240 oxygen transfer capacity under process conditions (OC
- 7250 oxygen transfer capacity in clean water OC
- 7260 OC/load in clean water
- 7270 alpha factor
- 7280 oxygen saturation factor; beta factor
- 7290 gross oxygen transfer efficiency under process conditions
- 7300 gross oxygen transfer efficiency in clean water
- 7310 clarifier; secondary settlement tank
- 7320 static, upflow settlement tank; Dortmund tank
- 7330 sludge blanket
- 7340 sludge blanket filtration
- 7350 sludge blanket level
- 7360 sludge volume surface loading
- 7370 settled sludge volume
- 7380 sludge volume index SVI
- 7390 sludge bulking
- 8000 Other wastewater treatment
- 8010 wastewater lagoon; wastewater pond
- 8020 settlement lagoon; settlement pond
- 8030 oxidation pond; stabilization pond
- 8040 anaerobic lagoon
- 8050 aerated lagoon
- 8060 maturation pond
- 8070 natural lagooning
- 8080 effluent polishing
- 8090 land treatment; irrigation
- 8100 percolation
- 8110 subsoil drain
- 8120 oakaway
- 8130 chemical precipitation
- 8140 precipitant
- 8150 coagulation
- 8160 coagulant
- 8170 flocculation
- 8180 flocculant
- 8190 filter material
- 9000 Sludge treatment
- 9010 sludge treatment
- 9020 sludge disposal
- 9030 sludge utilization
- 9040 sludge characterisation
- 9050 raw sludge
- 9060 primary sludge
- 9070 mixed primary sludge
- 9080 secundary sludge
- 9090 biological sludge
- 9100 physico-chemical sludge
- 9110 stabilization
- 9120 stabilized sludge
- 9130 degree of stabilization
- 9140 anaerobic sludge digestion
- 9150 aerobic sludge digestion
- 9160 anaerobicly digested sludge
- 9170 aerobicly digested sludge
- 9180 digester; digestion tank
- 9190 septic tank
- 9200 Imhoff tank
- 9210 digester gas; biogas
- 9220 digestion time
- 9230 digester solids retention time
- 9240 pasteurization
- 9250 sludge thickening
- 9260 thickener
- 9270 picket fence
- 9280 sludge lagoon
- 9290 sludge conditioning
- 9300 chemical conditioning
- 9310 thermal conditioning
- 9320 sludge dewatering
- 9330 sludge drying bed
- 9340 filter capacity
- 9350 filter cake
- 9360 sludge liquor
- 9370 supernatant liquor
- 9380 post conditioning of sludge
- 9390 thermal sludge drying
- 9400 sludge incineration
- 9410 dried solid content
- 9420 psychrophilic
- 9430 mesophilic
- 9440 thermophilic
- 9450 conditioned sludge
- 9460 dewatered sludge
- 9470 dried sludge
- 9480 industrial sludge
- 9490 sludge cake
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Nahlásit chybu
5080 aerated grit chamber
structure for separating sand and other mineral matter from wastewater, using air to induce circulation and may be combined with the removal of floating matter
5080 provzdušňovaný lapák písku
stavební objekt k oddělování písku nebo podobných minerálních pevných částic z odpadních vod, ve kterém se vháněním vzduchu vytvářejí podmínky pro zvýšení sedimentace včetně cirkulace proudění a který současně může sloužit k odstraňování plovoucích látek