Week 4 - Hydropower Flashcards
What are the different type of hydropower generators?
Dam (or storage) hydro: - Storage: days - months - Tends to be larger schemes Run-of-river hydro: - Storage: virtually none - Range of sizes Pumped storage: - Storage typically 8 hours - Tends to be larger
What sizes are hydropower divided into?
Pico/micro: <10kW
Mini/small: 100kW - 20MW
Large: >30MW
What are the hydropower components?
- Catchment area, defined by weir locatikn and the topology of the land.
- Weir or Dam
- Penstock, high pressure pipeline, open channel sometimes included.
- Power house, Low pressure tailrace to river
What is ‘Head’?
‘Head’ is the vertical distance between water levels behind the weir and the river below the power house.
What is the ‘static’ or ‘gross’ head?
The static or gross head (H_G) applies when water is not flowing between the intake and the turbine generator.
What is ‘net’ head?
As water flows, the turbine experiences a reduced or ‘net’ head (H_N) due to fiction losses in the penstock ‘head losses’ (H_L)
H_N = H_G - H_L
What are the major factors for calculating head loss?
Flow rate and diameter.
What does the friction factor depend on?
The friction factor depends on material and whether flow is laminar or turbulent, governed by the Reynolds number.
How is friction factor determined?
Usually determined using ‘Moody charts’.
Using Roughness ratio and Reynolds number.
When designing pipeline, what is the aim for the head loss?
The head loss is usually below 10% of the gross head.
This is ensured by optimizing the diameter of the pipe. However, there is a trade off in increasing cost as diameter increases for reduced lifetime energy losses.
How is River Flow approximated?
River flow is the difference of precipitation (rain and/or snow) and Evapotranspiration (evaporation from soil and plant transpiration).
Q = P - ET
What is a Flow Duration Curve?
A Flow Duration Curve is a form of cumulative probability distribution. Each point on curve shows proportion of time that flow rate is exceeded. It is created by ranking flows and determining exceedance percentiles.
How is exceedance percentile calculated?
E_P = rank / (n+1)
What is the design or rated flow (Q_Tmax)?
Q_Tmax is the design or rated flow at which max power is produced. No more flow can pass through penstock. Design flow typically mean or median annual flow. 30% exceedance common.
What is compensation or reserve flow (Q_COMP)?
It is the flow which must remain in river and not go through turbine to preserve life in river.