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ČSN EN 1085 - total number of inhabitants and population equivalents PT
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
1060 total number of inhabitants and population equivalents PT
sum of population and population equivalent: PT = P + PE
NOTE This sum should be specified with the expression of the equivalence used, e.g. 2 000 PT based on PEB60. The parameter and its value should be the same for the population and the population equivalent.
1060 ekvivalentní počet obyvatel (EO)
součet počtu obyvatel a populačního ekvivalentu: EO = P + PE
POZNÁMKA V tomto součtu by měla být, vzhledem k odpovídajícímu parametru, upravena hodnota populačního ekvivalentu, např. 2 000 EO vztaženo na PE60. Parametr a jeho hodnota by měly být stejné pro počet obyvatel i pro populační ekvivalent.