Lecture 8c Flashcards

1
Q

what is sedimentation?

A

suspended particles are removed from liquid phase by gravity settling

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
2
Q

what are the 3 types of settling for sedimentation removal in water treatment?

A
  • pretreatment of surface waters
  • settling of coagulated/flocculated waters prior to filtration
  • settling of coagulated flocculated water chemical water softening
How well did you know this?
1
Not at all
2
3
4
5
Perfectly
3
Q

what are the 2 types of settling for sedimentation removal in wastewater treatment?

A
  • removal of grit and other coarse solids, suspended solids before biological treatment
  • removal of biological solids produced during biological treatment
How well did you know this?
1
Not at all
2
3
4
5
Perfectly
4
Q

what are the 4 different types of settling classes for settling properties of particles?

A
  1. discrete settling (settling of non-flocculant particles) - TYPE 1
  2. flocculant settling - TYPE 2
  3. hindered settling - TYPE 3
  4. compression settling - TYPE 4
How well did you know this?
1
Not at all
2
3
4
5
Perfectly
5
Q

what is type 1 discrete settling?

A

particles settle discretely at a constant settling velocity. They settle individually and do not flocculate

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
6
Q

what are some applications of type 1 settling?

A
  • presettling of grit or sand prior to water treatment
  • settling of sand particles during cleaning of rapid sand filters
  • in grit chambers in wastewater treatment
How well did you know this?
1
Not at all
2
3
4
5
Perfectly
7
Q

what are some of the assumptions that we make for the ideal settling tank

A
  • type 1 discrete settling
  • four zones in basin: inlet, outlet, sludge, and settling
  • even distribution of flow entering and leaving settling zone
  • uniform particle distribution throughout
  • particles that enter outlet zone not removed from water
How well did you know this?
1
Not at all
2
3
4
5
Perfectly
8
Q

true or false most actual settling systems do no behave like TYPE 1 (discrete settling) system

A

true

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
9
Q

what are the particle interactions for TYPE 2 (flocculent settling)

A

flocculation in which particles collide and adhere to other particles (particle growth)

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
10
Q

what are the particle interactions for TYPE 3 (hindered or zone settling)

A

fluidic in which particles are so close together that flow is restricted and particles move as a block

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
11
Q

what are the particle interactions for TYPE 4 (compression settling)

A

mechanical - particles physically interact in a compressive mode

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
12
Q

what are the two types of sedimentation tanks?

A

rectangular and circular

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
13
Q

some facts about rectangular sedimentation tanks

A
  • usually have chain driven scrapers for sludge removal
  • typically 3m deep for water treatment
How well did you know this?
1
Not at all
2
3
4
5
Perfectly
14
Q

some facts about circular sedimentation tanks

A
  • inflow at center, outflow along perimeter weir or radial collection trough
  • circular rake arms for sludge collection
  • typically more than 3m deep
How well did you know this?
1
Not at all
2
3
4
5
Perfectly
15
Q

what are the 4 zones for sediment tank design?

A

inlet zone
settling zone
outlet zone
sludge zone

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
16
Q

what are some considerations for sedimentation basin design?

A
  • overflow rate (surface loading rate) - for initial dimensions/sizing
  • detention time: need sufficient time for settling, if flocculation expected - need time for flocs to grow
  • scour velocity: particles settled at bottom may be re-suspended (scoured) if horizontal velocity too high
  • critical horizontal velocity (min. horizontal velocity that will produce scour)
  • horizontal flow velocity
  • weir loading rate (wastewater)
  • short-circuiting and hydraulic instability (L/W ratio, min. depth requirements
17
Q

what happens in a sedimentation tank during thermal stratification?

A

effective volumetric capacity of basin is reduced therefore required td < actual td

18
Q

what happens in a sedimentation tank during wind circulation?

A

stuff gets moved around (random patrick wind noises)