Chapter 5 Flashcards

1
Q

buried, watertight receptacles designed and constructed to receive wastewater from the structure to be served

A

SEPTIC TANKS

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2
Q

separates solids from the liquid, provides limited digestion of organic matter, stores solids, and allows the clarified liquid to discharge

A

SEPTIC TANKS

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3
Q

Substances lighter than water(oil, grease, fats) float to the top, where they form a scum layer.

A

Scum

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4
Q

The”sinkable” solids(soil, grit, bones, unconsumed food particles) settle to the bottom of the tank and form a sludge layer. Anaerobic bacteria works

A

Sludge

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5
Q

The clarified wastewater is left over after the scum has floated to the top and the sludge has settled to the bottom. It flows through the septic tank outlet into the drain field.

A

Effluent

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6
Q

the liquid volume in the clear space between the scum and sludge layers.

A

Effective volume

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7
Q

time the water spends in the tank, on its way from the inlet to the outlet. - function of the effective volume and the daily household wastewater flowrate

A

Retention time

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8
Q

A common design rule is for a tank to provide a minimum retention time of at least how many hours, during which one-half to two-thirds of the tank volume is taken up by sludge and scum

A

24 hours

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9
Q

Under ordinary conditions (i.e., with routine maintenance pumping) a tank should be able to provide how many days of retention time?

A

2-3 days

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10
Q

typically long, narrow trenches or channels to promote the occurrence of plug flow conditions

A

Constructed Wetlands

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11
Q

typically 1-m deep basin which is sealed with clay or some other form of
lining to prevent percolation into groundwater

A

Constructed Wetlands

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12
Q

filled with soil in which reeds are then planted.

A

Constructed Wetlands

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13
Q

can significantly remove BOD, TSS, nitrogen and phosphorus, as well as
metals, trace organics and pathogens

A

Constructed Wetlands

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14
Q

mosquito control and plant harvesting are the two main operational considerations

A

Constructed Wetlands

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15
Q

septic tank, a primary settling basin, or an anaerobic reactor commonly precedes what for sewage treatment?

A

Constructed Wetlands

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16
Q

Two systems of Constructed wetlands

A

*Free water surface systems with shallow water depths
*Subsurface flow systems with water flowing laterally through the sand
or gravel.

17
Q

maximum hydraulic design loading flow through rate on the artificial wetland shall be how much per day?

A

25,0000 gallons per day

18
Q

What is the minimum recommended detention time for treatment in the artificial wetland system maybe?

A

7 days with 14 days being most desirable

19
Q

What is the recommended depth of flow in the wetland system?

A

6 and 24 inches, with 9 inches as recommended optimum depth

20
Q

What is recommended to enhance treatment efficiency in the system with length to width ratio of between 2 and 10 to 1?

A

rectangular configuration

21
Q

what should be considered to prevent the aging of the wetland? Harvesting or burning are two options available.

A

Detritus removal

22
Q

To provide the greatest potential for wildlife enhancement, how much of the artificial wetland surface should be open water with a depth no greater than five feet?

A

25-35%

23
Q

The emergent vegetation should comprise how many percent of the available surface area with a water depth of less than two feet deep?

A

65-75%

24
Q

To prevent mosquito-production problems, the design
is such that the occurrence of hydraulically static areas is what?

A

minimized

25
Q

The total organic loading for the total surface area shall not exceed how many pounds for lagoons?

A

20 pounds of BOD5 per acre per day.

26
Q

what shall be used to determine the volume required to provide a minimum liquid retention of 180 days for lagoons?

A

design average flow rate

27
Q

what are the minimum and maximum depth for lagoons?

A

minimum = 2 ft
mac normal liquid depth = shall not exceed 6 ft