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
2.3.10.41 sludge age
calculated time required to waste the total inventory of sludge in the process tanks at a constant wasting rate (excluding the clarifiers and anaerobic zones but including the aerobic and anoxic zones) taking the treated wastewater solids into account
2.3.10.41 aerobní stáří kalu 2.3.10.41
vypočítaná doba potřebná k odstranění celkového objemu kalu v aktivační nádrži (včetně aerobních a anoxických zón, ale bez anaerobní zóny a dosazovacích nádrží) při konstantním odtahování kalu a při zohlednění nerozpuštěných látek v odtoku z dočištění