Clarifier

Design information for the AguaClara clarifier is available in the Clarifier Design chapter of The Physics of Water Treatment Design

Purpose and Description

The clarifier removes the majority of the particles and pathogens from the raw water source using two distinct mechanisms.

  1. Floc filter - Flocs that form a fluidized bed in the lower part of the clarifier are able to capture small particles as water flows through the porous flocs.

  2. Plate settlers - Particles with a terminal velocity greater than the plate settler capture velocity (120 μm/s) settle unto the plates and then slide back down into the floc filter as an avalanche

Table 12 Clarifier Figure Key.

Key

Name

Purpose

1

outlet collector

transports the clarified water out of the clarifier chamber

2

plate settlers

capture particles that have a terminal velocity greater than the capture velocity

3

outlet collector channel drain

used during plant maintenance to clean this channel

4

outlet channel drain

dumps clarified water that doesn’t meet specifications

5

inlet dump channel drain

sends poorly flocculated water to the plant waste channel when the inlet collectors are blocked with pipe stubs

6

sludge bleed

dumps flocs from the floc hopper cones

7

clarifier chamber drain

drains the clarifier for maintenance

8

sludge hopper access port

enables inserting a manual mixer into the floc hopper cone to fluidize the sludge

9

inlet collector

delivers flocculated water to the diffusers

10

inlet channel

delivers flocculated water to the inlet collectors

11

inlet dump weir

overflows when the inlet collectors are shut off to prevent poorly flocculated water from entering the clarifier

12

inlet dump channel

dumps poorly flocculated water

13

divider wall

separates flocculated water from clarified water

14

outlet channel

delivers clarified water to pipes carrying clarified water to the filters

15

outlet weir

sets the height of water in the clarifiers and helps ensure equal flow distribution to all of the clarifier chambers

16

outlet collector channel

merges the clarified water from all of the outlet collectors and ensures that all of the clarifier chambers have the same water level

17

plate settler support frame

supports the plate settler modules

18

inlet collector diffusers

create a line jet that extends the full length of the clarifier chamber

19

jet reverser half pipe

reverses the direction of the jets created by the diffusers so that the flow is vertically upward so it can resuspend flocs that have settled on the main chamber hopper

20

floc filter weir

sets the depth of the floc filter in the main chamber

21

floc hopper cone

concentrates the sludge before discharge

22

main chamber hopper

ensures that all flocs that settle to the bottom of the clarifier are resuspended by the diffuser jets

23

main chamber water surface

maximum water level in the main chamber is set by the outlet weir and the head loss through the outlet collector orifices

24

floc filter top surface

marks the transition between the floc filter and the plate settlers

25

inlet collector air vent

discharges air when the main chamber is being filled with water

clarifier top view

Fig. 14 Clarifier top view showing the channel system and two clarifier chambers.

clarifier isometric view

Fig. 15 Clarifier isometric view showing the channel system and two clarifier chambers.

clarifier side section view

Fig. 16 Clarifier side section view showing the water flow path (blue arrows) and the floc flow path (brown arrows).

clarifier front section view

Fig. 17 Clarifier front section view showing the floc flow path (brown arrows).

clarifier top section view

Fig. 18 Clarifier top section view showing plate settler support frame, floc weir, and floc hopper cones.

clarifier back section view

Fig. 19 Clarifier back section view showing the main chamber hopper, diffusers, and jet reverser half pipe.

clarifier inlet collector

Fig. 20 Downstream end of inlet collector showing diffusers.

clarifier diffuser

Fig. 21 Diffuser showing isometric, side, and bottom views.

Design Data

Table 13 Clarifier Design Inputs.

Parameter

value

Inputs

Maximum velocity gradient

300 Hz

Maximum upflow velocity

1 mm/s

Capture velocity

120 μm/s

Maximum temperature

30 °C

Minimum temperature

5 °C

Table 14 Clarifier Civil Construction Parameters.

Parameter

value

Number of spare clarifier chambers

0

Overall clarifier width

2.65 m

Overall clarifier length

6.65 m

Height of clarifier measured from the bottom of the jet reverser

1.76 m

Number of clarifier chambers

2

Inside width of each chamber

1.07 m

Inside length of each chamber

5.61 m

Main chamber hopper angle

50 degrees

Channels

Channel wall height

600 mm

Inlet channel width

300 mm

Inlet channel maximum velocity

454 mm/s

Channel elevation increase per outlet

44.1 mm

Inlet dump channel width

150 mm

Inlet dump weir height

525 mm

Inlet dump channel drain nominal diameter

3 inch

Outlet collector channel width

150 mm

Outlet collector channel drain nominal diameter

1.5 inch

Outlet collector weir height

431 mm

Outlet channel width

300 mm

Outlet channel drain nominal diameter

3 inch

Floc Hopper

Floc hopper weir height

840 mm

Floc hopper cone angle

50 degrees

Floc hopper cone height

420 mm

Floc hopper cone top diameter

535 mm

Floc hopper access port nominal diameter

3 inch

Table 15 Clarifier Hydraulic Parameters.

Parameter

value

Maximum chamber flow rate

6 L/s

Inlet Collector

Head loss from inlet to diffuser exit

2.5 mm

Nominal diameter

8 inch

Total length

5.58 m

Air vent diameter

9.53 mm

Port diameter for diffusers

32.1 mm

Diffusers

Nominal diameter

1 inch

Reduced outer diameter for insertion into manifold

32.1 mm

Total length

154 mm

Diffusers per inlet manifold

92

Port diameter in manifold for diffusers

32.1 mm

Center to center distance for diffusers

60 mm

Distance to center of last diffuser from downstream end of manifold

70 mm

Slot width

7.94 mm

Slot length

45.2 mm

Expansion angle

5 degrees

Jet maximum velocity gradient

218 Hz

Jet maximum velocity

179 mm/s

Jet head loss

1.63 mm

Jet reverser half pipe

Nominal diameter

3 inch

Outlet Collector

Head loss from orifice inlets to outlet

50 mm

Nominal diameter

6 inch

Air vent diameter

10 mm

Orifice diameter

15.9 mm

Orifice center to center spacing

100 mm

Sludge drains

Sludge drain nominal diameter

1 inch

Sludge bleed valve nominal diameter

0.5 inch

Plate Settlers

Length

460 mm

Width

1.09 m

Angle from the horizontal

60 degrees

Space between plates

25 mm

Overlap - extra width compared with tank width

16 mm

Number of plate settler modules

16

Number of plates per settler module

11

Number of plates in the last settler module

5