Irrigation and Drainage Engineering Flashcards
Tambong- part 2
The maximum permissible water velocity for clay loam canal surface based on PAES 603:2016.
0.80 m/s
Application of water in the soil to supply moisture needed for plant growth.
Irrigation
The minimum permissible velocity for water with sediments in lined canals based on PAES 603:2016.
0.9 m/s
Loss of water from a channel during transport due to seepage and percolation.
Conveyance loss
Depth of water flow where the energy content is at minimum hence, no other backwater forces are involved.
Critical depth
Ratio of the actual crop evapotranspiration to its potential evapotranspiration.
Crop coefficient
Moisture content of the soil when gravitational water has been removed.
Field capacity
Elevation of water surface in a stream with reference to a certain datum.
Stage
Number of days between irrigation applications.
Irrigation interval
Removal of excess water.
Drainage
Surveying instrument used for determining land areas in a topographic maps.
Planimeter
Elevated section of open channel used for crossing natural depressions.
Flume
Facility for determining water consumptive use of crops in an open field.
Lysimeter
Time required to cover an area with one application of water.
Irrigation period
At optimal emitter spacing, drip emitter spacing is ___ of the wetted diameter estimated from field tests.
80%
Reference crop evapotranspiration is the rate of evapotranspiration from a reference surface which is a hypothetical reference crop with an assumed crop height of 0.2 m and an albedo of _______ (AMTEC, 2020).
0.23
Manufacturer’s coefficient of variation is the measure of the variability of discharge of a random sample of a given make, model and size of emitter, as provided by the manufacturer and before any field operations or aging has taken place determined through a discharge test of a sample of 50 emitters under a set pressure at ___ ºC.
Which one is the flattest canal side slope?
4:1
Determine the side slope angle Ө with the horizontal plane of an unlined canal with side slope ratio (run: rise) z of 2:1.
tan Ө = rise /run
Ө = arctan (rise /run)
= arctan (1/2)
= 26.6º