Describe average discharge velocity.
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Describe average discharge velocity.
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- Identify the type of flow.Explain how to convert hourly stream flow discharge to daily discharge ?4. The table shows the given data for determining the discharge of stream flowing in an open channel using the current meter. Draw the streamflow cross-section by plotting the distance (x) and depth (y) per station ,then calculate a) the width (Aw), b) the area (Aw.y) and c)the discharge (Aw.y.V) per station. Determine also the total area, total discharge and average velocity Table (a) (b) (c) Measurement Distance Station Width(Aw) Depth (y) (m) (m) Мean Area Discharge From IP Velocity V(m/s) (Aw.y) (Aw.y.V) (X) m m2 m/s A В 2.70 2.65 0.223 C 4.70 3.35 0.326 D 6.70 2.80 0.439 E 8.70 3.00 0.439 F 10.70 3.70 0.488 G 12.70 3.80 0.475 H 14.70 3.90 0..582 16.70 3.20 0.524 J 18.70 2.20 0.570 K 20.70 0.95 0.570 L 22.70 EAW= EAWY = EAWYV=
- Q1: Compute the stream flow discharge for the measurements data below? Distance from bank (m) 10 20 40 60 76 86 Depth (m) 3. 4 0. Average velocity (m/sec) 0.5 0.8 1.0 0.9 0.6 0.0Determinethe maximum flow or capacity, qmax.Flow rate in a rectangular channel is 50ftcube /s and the width of the channel is 5 ft calculate critical depth
- 5. A storm drainage channel has the shape shown in Figure 5. It is made of unfinished concrete and has a slope of 0.5 percent. During normal times, water remains only in the small rectangular section. When there is a big rainfall, the upper section allows large volumes to be carried by the channel. a. Compute the hydraulic radius and normal discharge when the water depth is 0.50 m. b. Compute the hydraulic radius and normal discharge when the water depth is 2.50 m. 2.5 m 0.5 m 0.6 m 1.0 m Figure 5.Describe different flow measurement methods used in field for open channel flow and pipe flow.Find flow velocity and flow rate in pipe a and b using Equivalent pipe length method and hazen williams formula