water treatment reservoirs problems

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28 Terms

1

alkalinity

The capacity of water to neutralize acids. This is caused by (carbonates, bicarbonates, hydroxides), borate, silicate and phosphate

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2

Apparent color

color of the water that includes not only the color due to substances n the water, but also suspended matter aswell.

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3

True color

Color of the water from which turbidity has been removed by filtering

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4

Coagulation

The clumping together of very fine particles into larger particles (floc) caused by the use of chemicals.

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5

complete treatment

A method of treating water that consists of the addition of coagulant chemicals, flash mixing, coag/flocc, sedimentation and filtration. Also called convention treatment.

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6

Direct filtration

A method of treating water which consists of the addition of coagulant chemicals, flash mixing, coag, minimal flocc and filtration.

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7

composite sample

a collection of samples taken at regular intervals over a 24 hour span. they are combined to form one sample that is representative of the average conditions during the sample period.

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8

Grab sample

single sample of water collected at a particular time and place which represents the composition of the water at that particular place and time.

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9

Representative sample

sample of water that is nearly identical in content and consistency as possible to that in the larger body of water being sampled. entire body

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10

disinfection by products DBP

A contaminant formed by the reaction of disinfection chemicals with other substances in the water being disinfected. TTHM or HSA5

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11

Floc

clumps of bacteria and particulate impurities that have come together to form a cluster

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12

Flocculation

The gathering together of fine particles after coagulation to form larger particles by a process of gentle mixing

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13

Jar test

A laboratory procedure that simulates a water plant’s coag/flocc units with differing chemical does to determine the optimum coagulant does. alum pomer

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14

Specific gravity

the weight of a particle, substance, or solution in relation to the weight of an equal volume of water. Water has a specific gravity of one at four degree Celsius

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15

Coag chem basics

Colloids in surface water are - charged, they cant flocculate unless charge is neutralized, positive ions (Alum- coagulant0 are added to neutralize the - ions, once neutralized floc begins to form, polymer can be used to aid floc formation n then the floc is settled (in convention) or filtered out (in direct filtration) of the water. something to not is coag dont work *well when alkalinity is more than 40 mg/L.

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16

Coagulation chemicals

Aluminum sulfate (alum) primary coagulant 14 H molecules, Ferrous Sulfate 7 primary coag n 7 water molecules, Ferric sulfate primary coag n 9 water molecules, Ferric chloride primary coag with 6 water molecules. -=+ polymer coag aid

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17

types of flash mixing (less than a minute)

Hydraulic, mechanical, diffuser n pumped blender

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18

Hydraulic mixers

has baffles

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19

Mechanical mixers

either paddles, turbines, propeller to cause turbulence.

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20

Diffuser mixer

pipes with small holes or opening

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21

Pumped blender mixer

its just pumped out

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22

Streaming current meter

measures electrical charge of water (most particles in water are - charged) n most plants run slightly negative. Zeta potential the difference between a particle’s charge and the water surrounding it.

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23

Enhanced coagulation

Designed to maximize organic matter removal and reduce DBP precursors and its accomplished by reducing pH to optimum coagulation range (alum ideal pH of 5.5-7) ((Ferric sulfate of 4-6.2 not a good choice ))

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24

Why lowering pH works

  1. Humic and Fluvic molecules stay together at lower pH 2. Coagulant demand goes down as humic/fulvic compounds stay together 3. Flocculation is improved as molecules stay together 4. Acids addition pre conditions organic compounds.

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25

Jar testing

used to optimize coagulant dose, determines optimum pH n how much acid to add n if alkalinity addition is necessary.

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26

Change in source water

(pH, turbidity, alkalinity, temp and color) Operator actions are to determine extent of change, evaluate process performance, perform jar test if required, make appropriate process change, increase monitoring frequency n verify plant response to change. Potential process change change coagulant, change dose, adjust flash mix intensity, add coagulant or filter aids, adjust alkalinity or pH.

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27

Change in coagulation process results

(pH, turbidity, alkalinity) Operator actions are to determine Evaluate source water quality, perform jar test if required, verify equipment performance, make appropriate changes n verify plant response. Potential process change coagulant, adjust coagulant dose, adjust flash mix intensity and adjust alkalinity or pH

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28

Change in floc formation

Operator action are to evaluate floc in basin for size n strength, evauate

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