1. WATER & WASTEWATER ENGINEERING Water Supply Engineering Lecture No. 3 Surface Water Collection Works

2. Water Supply System Components 1.Collection Works 2.Purification Works 3. Distribution Works

3. River LLP Intake Mixing Flocculation Sedimentation Filtration Disinfection Pipe Network HLP Water Treatment Plant (WTP)

4. Collection Works 1. Intake Structure The basic function of the intake structure is to help in safely withdrawing water from the source and then to discharge this water into the withdrawal conduit (normally called intake conduit), through which it flows up to water treatment plant(WTP). 2. Sump In which water is collected to be pumped to water treatment plant. 3. Pump Through which water is pumped to water treatment plant.

5. Collection Works Intakes consist of the opening, strainer and the conduit conveying the water, usually by gravity, to a well sump. From the well the water is pumped to the treatment plant

6. Intake Types Factors affecting choice of intake type: 1. Water width 2. Water depth 3. Navigation 4. Fluctuation in water level

7. Intake Types 1- shore intake 2- pipe intake 3- Tower intake 4- submerged intake

8. Factors Governing Location of Intake 1. At a straight part of the canal to avoid silting and scouring zones. 2. Upstream any source of pollution. 3. Fix a prohibited area 150 m upstream and 50 m downstream the intake location. 4. Away from the surface to avoid floating materials and away from the bottom to avoid fine materials.

14. Design of Shore Intake Design capacity: pop. × q av. × 1.4 × 1.1 Qd = 1000 × working hrs of LLP × 60 × 60 Design of intake conduit: Q d = A × V × no Assume V = 1 m/sec. Then, Qd = (ΠD 2 /4) × 1 × no Get D, V actual No. of intake conduits < 2

15. Design of Shore Intake Design of sump: Q d = V / T Assume T = 5 - 15 min. V = Q d × T Get V V = L × B × d Assume d = 1. 0 - 3. 0 m L = n × S Get B n: no. of pumpsS = 2 - 3 m B < 2 m

16. Design of Shore Intake Design of Pump House: Dimensions L 1 = L + 2 m B 1 = L 1 / 2 Pumps H P = γ × Q d × H m 75 × η H m = H d + H s γ = 1 Q= Lit γ = 1 Q= m 3 /sec Q d = 1.4 Q avg

17. Design of Shore Intake H d is the height from mixing tank W.L to the axis of the pump H s is the height from the axis of the pump to the W.L of the sump H m ≈ 3m at least

18. Design of Shore Intake Σ losses = Screen losses + H friction + inlet & outlet losses Screen losses = 0.1 m H friction = 4 × f × L × V act 2 ( Intake conduit) 2 × g × D com Inlet & outlet losses = 1.5 × Vact 2 2 × g L= (30-70) cm