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Introduction to Environmental Engineering Code No. (PE389) Lec. 5 and 6.

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Presentation on theme: "Introduction to Environmental Engineering Code No. (PE389) Lec. 5 and 6."— Presentation transcript:

1 Introduction to Environmental Engineering Code No. (PE389) Lec. 5 and 6

2 Water Resources

3 Water Cycle and Geology ( Resources &Pollution) H ydrological C ycle


5 The water services cycle

6 A typical water treatment plant is designed to remove odors, color, and turbidity as well as bacteria and other contaminants.

7 Water Treatment Plant Coagulation Flocculation Settling Sand filtration Chlorination Clear well storage Pumping to distribution system

8 Coagulation and Flocculation Raw water entering a treatment plant usually has significant turbidity caused by colloidal clay and silt particles. These particles carry an electrostatic charge that keeps them in continual motion and prevents them from colliding and sticking together. Chemicals like Alum (aluminum sulfate) are added to the water both to neutralize the particles electrically and to aid in making them "sticky" so that they can coalesce and form large particles called flocs. This process is called coagulation and flocculation and is represented in stages I and II

9 FIGURE 2. A colloidal particle is negatively charged and attracts positive counter ions to its surface.

10 SETTLING When the flocs have been formed they must be separated from the water. This is invariably done in gravity-settling tanks that allow the heavier-than-water particles to settle to the bottom. Settling tanks are designed to minimize turbulence and allow the particles to fall to the bottom. The two critical elements of a settling tank are the entrance and exit configurations because this is where turbulence is created and where settling can be disturbed. Figure 2 shows one type of entrance and exit configuration used for distributing the flow entering and leaving the water treatment settling tank.

11 FIGURE 2. Settling tank used in water treatment

12 SETTLING The particles settling to the bottom become what is known as alum sludge. Alum sludge is NOT very biodegradable and will not decompose. After some time, usually several weeks, the accumulation of alum sludge at the bottom of the tank is such that it has to be removed. Typically, the sludge exits through a mud valve at the bottom and is wasted either into a sewer or to a sludge holding and drying pond. In contrast to alum sludge from water treatment, sludges collected in wastewater treatment plants can remain in the bottom of the settling tanks only a matter of hours before starting to produce odoriferous gases and floating some of the solids.

13 FILTRATION The movement of water into the ground and through soil particles, which helps in filtering the groundwater, and this principle is applied to water treatment. In almost all cases, filtration is performed by a rapid sand filter. As the sand filter removes the impurities, the sand grains get dirty and must be cleaned. The process of rapid sand filtration therefore involves two operations: 1. filtration and 2. backwashing. Figure 3 shows a cutaway of a slightly simplified version of the rapid sand filter. Water from the settling basins enters the filter and seeps through the sand and gravel bed, through a false floor, and out into a clear well that stores the finished water. Valves A and C are open during filtration.

14 FIGURE 3. Rapid sand filter

15 Backwashing The cleaning process is done by reversing the flow of water through the filter. The operator first shuts off the flow of water to the filter, closing valves A and C, then opens valves D and B, which allow wash water (clean water stored) in an elevated tank or pumped from the clear well) to enter below the filter bed. This rush of water forces the sand and gravel bed to expand and pushes individual sand particles into motion, rubbing against their neighbors. The light colloidal material trapped within the filter is released and escapes with the wash water. After 10 to 30 minutes of washing, the wash water is shut off and filtration is resumed.

16 DISINFECTION After filtration, the finished water is disinfected, often with chlorine (step 5 in Figure 1). Disinfection kills the remaining microorganisms in the water, some of which may be pathogenic. Chlorine gas from bottles or drums is fed in correct proportions to the water to obtain a desired level of chlorine in the finished water. When chlorine comes in contact with organic matter, including microorganisms, Free available chlorine kills pathogenic bacteria and thus disinfects the water. Many water plant operators prefer to maintain a residual of chlorine in the water; that is, have some available chlorine left over once the chlorine has reacted with the currently available organics. Then, if organic matter like bacteria enters the distribution system, there is sufficient chlorine present to eliminate this potential health hazard. Tasting chlorine in drinking water indicates that the water has maintained its chlorine residual.

17 Assignment 5 Draw a typical schematic diagram for water treatment plant describing all stages involved within the plant Define coagulation and flocculation then discus them Discus coagulation theory What are the critical elements in configuration of a settling tank? How can you overcome these elements in designing the tank? Explain with the aid of diagram. What are the differences between the sludge collected in water and wastewater treatment plants Draw a sketch of a sand filter and show how the valves are manipulated to filtration and backwash to the system.

18 Self Study Items Study one of the following items Characteristics of domestic wastewater Onsite wastewater disposal Primary treatment Secondary treatment

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