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ČSN EN 16323 - retention period, detention time (deprecated)
ČSN EN 16323 - Slovník technických termínů v oblasti odpadních vod
| Stáhnout normu: | ČSN EN 16323 (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: | 2018-06-01 |
| Třidící znak: | 750162 |
| Obor: | Vodní hospodářství. Názvosloví |
| ICS: |
|
| Stav: | Platná |
- 2.1.1.1 rainwater
- 2.1.1.2 runoff
- 2.1.1.3 surface water
- 2.1.1.4 groundwater
- 2.1.1.5 interstitial water
- 2.1.1.6 leachate
- 2.1.1.7 saline water
- 2.1.1.8 heat exchange water
- 2.1.2.1 grey water
- 2.1.2.2 black water
- 2.1.2.3 domestic wastewater
- 2.1.2.4 domestic wastewater equivalent
- 2.1.2.5 non-domestic wastewater
- 2.1.2.6 foul wastewater
- 2.1.2.7 industrial wastewater
- 2.1.2.8 combined wastewater
- 2.1.2.9 capillary water
- 2.1.2.10 filtrate
- 2.1.2.11 final effluent
- 2.1.2.12 septic wastewater
- 2.1.2.13 settled wastewater
- 2.1.2.14 sludge liquor
- 2.1.2.15 centrate
- 2.1.2.16 supernatant liquor
- 2.1.2.17 treated wastewater
- 2.1.2.18 raw wastewater
- 2.1.3.1 relevant authority
- 2.1.3.2 olfactometry
- 2.1.3.3 odour threshold
- 2.1.3.4 confined space
- 2.1.3.5 discharge point
- 2.1.3.6 receiving water body
- 2.1.3.7 surface receiving water body
- 2.1.3.8 catchment area
- 2.1.3.9 groundwater table
- 2.1.3.10 discharge consent
- 2.1.3.11 effluent consent standard
- 2.1.3.12 hydro-biological stress
- 2.1.3.13 land reclamation
- 2.1.3.14 humic substance
- 2.1.3.15 micro pollutant
- 2.1.3.16 water pollution
- 2.1.3.17 light liquid
- 2.1.3.18 sludge utilisation
- 2.1.3.19 urban drainage
- 2.1.4.1 drainage
- 2.1.4.2 effluent
- 2.1.4.3 final effluent discharge point
- 2.1.4.4 exfiltration
- 2.1.4.5 infiltration
- 2.1.4.6 infiltration
- 2.1.4.7 extraneous water
- 2.1.4.8 flooding
- 2.1.4.9 surcharge
- 2.1.4.10 surge
- 2.1.4.11 dry weather conditions
- 2.1.4.12 evapotranspiration
- 2.1.5.1 total population and equivalents
- 2.1.5.2 functional requirements
- 2.1.5.3 nominal
- 2.1.5.4 nominal capacity
- 2.1.5.5 nominal loading
- 2.1.5.6 wastewater batch
- 2.1.5.7 flow rate
- 2.1.5.8 weir-overflow rate
- 2.1.5.9 peak flow
- 2.1.5.10 average flow
- 2.1.5.11 dry weather flow
- 2.1.5.12 volume of water discharge
- 2.1.5.13 bottom water level
- 2.1.6.1 service rules
- 2.1.6.2 maintenance
- 2.1.6.3 rehabilitation
- 2.1.6.4 renovation
- 2.1.6.5 repair
- 2.1.6.6 grouting
- 2.1.6.7 sampling point
- 2.1.6.8 sedimentation
- 2.1.6.9 site assembly
- 2.1.6.10 prefabricated component
- 2.1.6.11 structure
- 2.1.6.12 seal
- 2.1.6.13 tightness testing
- 2.2.1.1 surface construction
- 2.2.1.2 main backfill
- 2.2.1.3 initial backfill
- 2.2.1.4 sidefill
- 2.2.1.5 embedment
- 2.2.1.6 jointing
- 2.2.1.7 replacement
- 2.2.1.8 system test pressure
- 2.2.1.9 cleaning
- 2.2.1.10 combined jetting
- 2.2.1.11 rodding
- 2.2.1.12 winching
- 2.2.1.13 self-cleansing
- 2.2.1.14 self-purification
- 2.2.1.15 self-purifying capacity
- 2.2.1.16 flushing
- 2.2.1.17 flushing surge
- 2.2.1.18 jetting
- 2.2.2.1 ancillary structures
- 2.2.2.2 bypass
- 2.2.2.3 combined system
- 2.2.2.4 gravity system
- 2.2.2.5 separate system
- 2.2.2.6 sewer system
- 2.2.2.7 wastewater system
- 2.2.3.1 drain
- 2.2.3.2 invert
- 2.2.3.3 inverted siphon
- 2.2.3.4 pipe barrel
- 2.2.3.5 pipe unit
- 2.2.3.6 pipeline
- 2.2.3.7 pipeline section
- 2.2.3.8 pressure main
- 2.2.3.9 reducer
- 2.2.3.10 rigid joint
- 2.2.3.11 rising main
- 2.2.3.12 sewer
- 2.2.3.13 vacuum main
- 2.2.4.1 adjusting construction
- 2.2.4.2 adjusting unit
- 2.2.4.3 backdrop manhole
- 2.2.4.4 base unit
- 2.2.4.5 benching
- 2.2.4.6 capping unit
- 2.2.4.7 chamber
- 2.2.4.8 chamber unit
- 2.2.4.9 channel
- 2.2.4.10 manhole top cover assembly
- 2.2.4.11 cover slab
- 2.2.4.12 exceptional access manhole
- 2.2.4.13 inspection chamber
- 2.2.4.14 landing slab
- 2.2.4.15 manhole
- 2.2.4.16 ramp manhole
- 2.2.4.17 reducing slab
- 2.2.4.18 shaft
- 2.2.4.19 taper
- 2.2.5.1 cesspool
- 2.2.5.2 combined sewer overflow
- 2.2.5.3 connection
- 2.2.5.4 dam board
- 2.2.5.5 demarcation chamber
- 2.2.5.6 detention tank
- 2.2.5.7 flexible joint
- 2.2.5.8 grating
- 2.2.5.9 joint
- 2.2.5.10 junction
- 2.2.5.11 node point
- 2.2.5.12 non-return valve
- 2.2.5.13 outfall
- 2.2.5.14 pumping station
- 2.2.5.15 siphon
- 2.2.5.16 tank sewer
- 2.2.5.17 trap
- 2.2.5.18 weir
- 2.2.5.19 collection tank
- 2.2.6.1 concentration
- 2.2.6.2 contact time
- 2.2.6.3 depth of cover
- 2.2.6.4 external diameter
- 2.2.6.5 gradient
- 2.2.6.6 internal diameter
- 2.2.6.7 pipe unit length
- 2.2.6.8 proof load
- 2.2.6.9 roughness
- 2.2.6.10 runoff coefficient
- 2.2.6.11 time of concentration
- 2.2.6.12 time of flow
- 2.2.6.13 trench depth
- 2.2.6.14 ultimate load
- 2.3.1.1 aerobic
- 2.3.1.2 anaerobic
- 2.3.1.3 anoxic
- 2.3.1.4 ammoniacal nitrogen
- 2.3.1.5 nitrate nitrogen
- 2.3.1.6 nitrite nitrogen
- 2.3.1.7 organic nitrogen
- 2.3.1.8 biodegradability
- 2.3.1.9 biodegradation
- 2.3.1.10 biomass
- 2.3.1.11 digester gas
- 2.3.1.12 dissolved organic carbon
- 2.3.1.13 dissolved phosphorus
- 2.3.1.14 dissolved solids
- 2.3.1.15 floating solids
- 2.3.1.16 flock
- 2.3.1.17 gross solids
- 2.3.1.18 polyelectrolyte
- 2.3.1.19 toxic substance
- 2.3.1.20 trace element
- 2.3.1.21 coagulant
- 2.3.1.22 flocculant
- 2.3.1.23 inhibitor
- 2.3.1.24 nutrient salts
- 2.3.1.25 substrate
- 2.3.1.26 volatile fatty acids
- 2.3.1.27 mesophilic organism
- 2.3.1.28 psychrophilic organism
- 2.3.1.29 thermophilic organism
- 2.3.1.30 autotrophic bacteria
- 2.3.1.31 heterotrophic bacteria
- 2.3.1.32 Salmonella species
- 2.3.1.33 filterability
- 2.3.1.34 permeability
- 2.3.1.35 turbidity
- 2.3.2.1 balancing tank
- 2.3.2.2 balancing
- 2.3.2.3 grit classifier
- 2.3.2.4 grit separator
- 2.3.2.5 grease separator
- 2.3.2.6 lamella separator
- 2.3.2.7 light liquid separator
- 2.3.2.8 macerator
- 2.3.2.9 preliminary treatment
- 2.3.2.10 pretreatment
- 2.3.2.11 primary settlement tank
- 2.3.2.12 primary treatment
- 2.3.2.13 screening press
- 2.3.2.14 screenings
- 2.3.2.15 septic tank
- 2.3.3.1 biological contactor
- 2.3.3.2 rotating biological contactor
- 2.3.3.3 biofilm
- 2.3.3.4 constructed wetland
- 2.3.3.5 cross flow filtration
- 2.3.3.6 dead end filtration
- 2.3.3.7 fixed film reactor
- 2.3.3.8 fixed film treatment
- 2.3.3.9 fluidised bed reactor
- 2.3.3.10 granular fixed bed reactor, biofilter (deprecated)
- 2.3.3.11 reedbed
- 2.3.3.12 sand filter
- 2.3.4.1 aerobic sludge age
- 2.3.4.2 activated sludge process
- 2.3.4.3 aeration
- 2.3.4.4 alpha factor
- 2.3.4.5 contact-stabilisation
- 2.3.4.6 denitrification mixed liquor recirculation ratio
- 2.3.4.7 extended aeration
- 2.3.4.8 mixed liquor
- 2.3.4.9 oxidation ditch
- 2.3.4.10 sequencing batch reactor (SBR)
- 2.3.4.11 stepped feed
- 2.3.4.12 tapered or step aeration
- 2.3.5.1 aerobic wastewater treatment
- 2.3.5.2 ammonification
- 2.3.5.3 anaerobic wastewater treatment
- 2.3.5.4 bioassay
- 2.3.5.5 biological seeding
- 2.3.5.6 biological treatment
- 2.3.5.7 chemical conditioning
- 2.3.5.8 chemical precipitation
- 2.3.5.9 coagulation
- 2.3.5.10 completely mixed system
- 2.3.5.11 degasification
- 2.3.5.12 degradation
- 2.3.5.13 denitrification
- 2.3.5.14 effluent polishing
- 2.3.5.15 endogenous respiration
- 2.3.5.16 eutrophication
- 2.3.5.17 filtration
- 2.3.5.18 floatation
- 2.3.5.19 flocculation
- 2.3.5.20 fluidised bed
- 2.3.5.21 free growth system
- 2.3.5.22 granular media filter
- 2.3.5.23 lagooning
- 2.3.5.24 natural lagooning
- 2.3.5.25 aerated lagoon
- 2.3.5.26 settlement lagoon
- 2.3.5.27 maturation pond
- 2.3.5.28 oxidation pond
- 2.3.5.29 membrane filtration
- 2.3.5.30 mesophilic digestion
- 2.3.5.31 mineralisation
- 2.3.5.32 moving bed reactor
- 2.3.5.33 multistage biological treatment
- 2.3.5.34 nitration
- 2.3.5.35 nitrification
- 2.3.5.36 nitritation
- 2.3.5.37 nutrient removal
- 2.3.5.38 pasteurisation
- 2.3.5.39 percolation
- 2.3.5.40 land treatment
- 2.3.5.41 physico-chemical treatment of wastewater
- 2.3.5.42 plug-flow system
- 2.3.5.43 post-chlorination
- 2.3.5.44 pre-aeration
- 2.3.5.45 precipitant
- 2.3.5.46 putrefaction
- 2.3.5.47 recirculation
- 2.3.5.48 secondary treatment
- 2.3.5.49 stripping
- 2.3.5.50 substrate respiration
- 2.3.5.51 tertiary treatment
- 2.3.6.1 compaction
- 2.3.6.2 decantation
- 2.3.6.3 disinfection
- 2.3.6.4 elutriation
- 2.3.6.5 negative pressure filtration
- 2.3.6.6 post conditioning of sludge
- 2.3.6.7 sludge blanket filtration
- 2.3.6.8 sludge characterisation
- 2.3.6.9 sludge conditioning
- 2.3.6.10 sludge dewatering
- 2.3.6.11 sludge digestion
- 2.3.6.12 sludge drying
- 2.3.6.13 sludge incineration
- 2.3.6.14 sludge pressing
- 2.3.6.15 sludge disinfection
- 2.3.6.16 sludge storage
- 2.3.6.17 sludge thickening
- 2.3.6.18 sludge treatment
- 2.3.6.19 stabilisation
- 2.3.6.20 thermal conditioning
- 2.3.6.21 thermal sludge drying
- 2.3.6.22 thermophilic digestion, thermophilic conditioning (deprecated)
- 2.3.6.23 thickening screw
- 2.3.7.1 activated sludge
- 2.3.7.2 aerobically digested sludge
- 2.3.7.3 anaerobically digested sludge
- 2.3.7.4 biological sludge
- 2.3.7.5 chemical sludge
- 2.3.7.6 composted sludge
- 2.3.7.7 conditioned sludge
- 2.3.7.8 dried sludge
- 2.3.7.9 filter cake
- 2.3.7.10 floating sludge, scum (deprecated)
- 2.3.7.11 humus sludge
- 2.3.7.12 industrial sludge
- 2.3.7.13 liquid sludge, slurry (deprecated)
- 2.3.7.14 mixed sludge
- 2.3.7.15 pasteurised sludge
- 2.3.7.16 paste-like sludge
- 2.3.7.17 primary sludge
- 2.3.7.18 raw sludge
- 2.3.7.19 return activated sludge
- 2.3.7.20 sanitised sludge, disinfected sludge (deprecated)
- 2.3.7.21 secondary sludge
- 2.3.7.22 septic sludge, cesspool (deprecated)
- 2.3.7.23 sludge
- 2.3.7.24 sludge bulking
- 2.3.7.25 sludge cake
- 2.3.7.26 solid sludge
- 2.3.7.27 stabilised sludge
- 2.3.7.28 surface water sludge
- 2.3.7.29 surplus sludge
- 2.3.7.30 tertiary sludge
- 2.3.8.1 baffle
- 2.3.8.2 belt filter press
- 2.3.8.3 centrifuge
- 2.3.8.4 distributor
- 2.3.8.5 dosing point
- 2.3.8.6 draining table
- 2.3.8.7 dryer
- 2.3.8.8 drum filter
- 2.3.8.9 filter material
- 2.3.8.10 filter medium
- 2.3.8.11 filter press
- 2.3.8.12 filtering device
- 2.3.8.13 flow splitter
- 2.3.8.14 membrane
- 2.3.8.15 microstrainer
- 2.3.8.16 picket fence
- 2.3.8.17 scraper
- 2.3.8.18 scumboard
- 2.3.8.19 semipermeable membrane
- 2.3.8.20 screen
- 2.3.8.21 sieve, screen (deprecated)
- 2.3.8.22 sludge blanket
- 2.3.8.23 sludge trap
- 2.3.8.24 submerged bed reactor
- 2.3.8.25 support media
- 2.3.8.26 thickener
- 2.3.8.27 trickling filter
- 2.3.9.1 aerated grit chamber
- 2.3.9.2 aeration tank
- 2.3.9.3 anaerobic lagoon
- 2.3.9.4 contact tank
- 2.3.9.5 digester, digestion tank (deprecated)
- 2.3.9.6 dosing chamber
- 2.3.9.7 final clarifier, settlement tank (deprecated)
- 2.3.9.8 floatation tank
- 2.3.9.9 imhoff tank
- 2.3.9.10 on site construction
- 2.3.9.11 settlement tank, settling tank, sedimentation tank or basin (deprecated)
- 2.3.9.12 sludge drying bed
- 2.3.9.13 sludge lagoon
- 2.3.9.14 sludge silo
- 2.3.9.15 static, upflow settlement tank, dortmund tank (deprecated)
- 2.3.9.16 subsoil drain
- 2.3.9.17 wastewater lagoon, wastewater pond (deprecated)
- 2.3.9.18 wastewater treatment plant
- 2.3.10.1 biochemical oxygen demand
- 2.3.10.2 chemical oxygen demand
- 2.3.10.3 composite sample
- 2.3.10.4 degree of separation
- 2.3.10.5 degree of stabilisation
- 2.3.10.6 degree of utilisation
- 2.3.10.7 design capacity
- 2.3.10.8 design loading
- 2.3.10.9 design peak flow
- 2.3.10.10 digester solids retention time
- 2.3.10.11 digestion time
- 2.3.10.12 dried solid content
- 2.3.10.13 filter capacity
- 2.3.10.14 flow proportional sample, flow composite sample (deprecated)
- 2.3.10.15 grab sample
- 2.3.10.16 gross oxygen transfer efficiency
- 2.3.10.17 half-life
- 2.3.10.18 Kjeldahl nitrogen
- 2.3.10.19 lethal concentration, median lethal concentration (deprecated)
- 2.3.10.20 load
- 2.3.10.21 mass balance
- 2.3.10.22 mass surface loading rate
- 2.3.10.23 mean cell residence time
- 2.3.10.24 mixed liquor suspended solids
- 2.3.10.25 mixed liquor volatile suspended solids
- 2.3.10.26 oxygen concentration
- 2.3.10.27 oxygen deficit
- 2.3.10.28 oxygen saturation factor
- 2.3.10.29 oxygen saturation value
- 2.3.10.30 oxygen transfer capacity
- 2.3.10.31 oxygen uptake rate
- 2.3.10.32 population equivalent
- 2.3.10.33 power per unit volume of reactor
- 2.3.10.34 redox potential
- 2.3.10.35 respiration rate
- 2.3.10.36 retention period, detention time (deprecated)
- 2.3.10.37 return sludge ratio
- 2.3.10.38 settleable solids
- 2.3.10.39 settled sludge volume
- 2.3.10.40 settling velocity
- 2.3.10.41 sludge age
- 2.3.10.42 sludge blanket level
- 2.3.10.43 sludge suspended solids concentration
- 2.3.10.44 sludge loading
- 2.3.10.45 sludge volume index
- 2.3.10.46 sludge volume surface loading
- 2.3.10.47 specific surplus sludge production
- 2.3.10.48 support media specific surface
- 2.3.10.49 surface loading rate
- 2.3.10.50 suspended solids concentration
- 2.3.10.51 test portion
- 2.3.10.52 time proportional sample, time composite sample (deprecated)
- 2.3.10.53 top water level
- 2.3.10.54 total ammonia
- 2.3.10.55 total carbon
- 2.3.10.56 total inorganic carbon
- 2.3.10.57 total nitrogen
- 2.3.10.58 total organic carbon
- 2.3.10.59 total oxidised nitrogen
- 2.3.10.60 total phosphorus
- 2.3.10.61 total respiration, exogenous respiration (deprecated)
- 2.3.10.62 total solids concentration
- 2.3.10.63 treatment capacity
- 2.3.10.64 volumetric loading
- 2.3.10.65 wastewater, sewage (deprecated)
‹
Nahlásit chybu
2.3.10.36 retention period, detention time (deprecated)
theoretical period during which a fluid is retained in a particular unit or system as calculated by the ratio of its volume divided by the flow of fluid excluding recycled flows
2.3.10.36 doba zdržení
teoretická doba setrvání kapaliny v konkrétní jednotce nebo systému, vypočítaná jako podíl objemu a průtoku kapaliny, bez recirkulace