Overview of a Clarifier[edit | edit source]
A clarifier operates on the idea of slowing wastewater down so that suspended solids will settle out on the bottom of the tank. Wastewater is pumped to the clarifier after large solids and grit are removed. This removal occurs in the first two stages of wastewater treatment.
In a clarifier the solids that settle to the bottom are called sludge. Less dense oils and solids called scum will float on the top of the tank. The sludge and scum are then removed, and the wastewater is pumped to oxidation ponds. After the entire process is completed the clarifier will have removed 40-60% of suspended solids.
Arcata[edit | edit source]
The Arcata Wastewater Treatment Plant is equipped with two clarifiers. Figure 1 shows both of these clarifiers. The first is a 60 foot diameter tank that is used at all times. The second is a 26 foot diameter tank that provides support during frequent winter rains. The main tank cannot process the increased volume of wastewater on its own. The smaller clarifier can also be used when the main tank is maintenanced.
Center Fed Clarifiers[edit | edit source]
Both of the clarifiers at Arcata Marsh are center fed clarifiers. Center fed clarifiers receive influent (wastewater entering the clarifer) from the bottom of the tank. From the bottom, the influent is pumped upward through the influent pipe in the center of the tank. This design is shown in Figure 2.
Slowing the Water[edit | edit source]
Water Entering[edit | edit source]
The first task of the clarifier is to slow down the wastewater it receives from the headworks. Water first enters the center of the tank through the influent pipe. A baffle slows down the velocity of the water to about 0.03-0.05 feet per second and directs the flow of water downward. The baffle is a cylinder surrounding the end of the influent pipe.
Water Exiting[edit | edit source]
To ensure a consistent water flow the clarifier must also slow down the effluent (wastewater leaving the clarifier) evenly. The perimeter of the tank is designed to accomplish this. A series of v-notched weirs along the edge of the tank slow the water as it departs. In Figure 3 the weirs are pointed out. Once over the weirs the water enters the effluent launder (a channel around the outside of the clarfier). The wastewater can be seen flowing into the effluent launder in Figure 3.
Also displayed in Figure 3 is the inner baffle. The inner baffle rests behind and above the weirs. The inner baffle prevents floating solids from passing over into the effluent launder. From the effluent launder the water flows into a main collection trough and is pumped to the oxidation ponds via the effluent pipe.
Hydraulic Short Circuiting[edit | edit source]
If water does not flow evenly throughout the clarifier, the settling process will not occur evenly. This uneven flow is known as hydraulic short-circuiting.
Settling and Removal Process[edit | edit source]
Sludge[edit | edit source]
The denser solids settle on the conical bottom of the tank in the form of sludge. A large rake with a squeegee like assembly rotates and moves the sludge towards a hopper at the bottom of the tank. The sludge is then pumped to the digester for treatment.
Scum[edit | edit source]
Lighter solids and oils rise to the top of the tank in the form of scum. Scum is removed from the tank by a rotating skimmer arm seen in Figure 4. The blade like arm collects the scum into a trough on the perimeter of the tank. Once the scum is collected it is transported to a landfill. Both the rakes and arm rotate together as they remove both sludge and scum from the tank.
Notes[edit | edit source]
- Personal communication with Dave Couch
Other References[edit | edit source]
- All photographs courtesy of Dr. Dustin Poppendieck, Assistant Professor of Environmental Resource Engineering, Cal Poly Humboldt.
- Principles of Environmental Engineering and Science/Davis and Masten. 2nd ed