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Chapter 11: Sprinkle Irrigation - NRCS Irrigation ToolBox Home Page

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Table <strong>11</strong>-4,-Suggested maximum application rates for<br />

sprinklers for average soil, slope, and tilth<br />

0-5% 5-8% 8-12% 12-16%<br />

Soil texture Slope Slope Slope Slope<br />

and profile<br />

(inlhr) (inlhr) (inlhr) (inlhr)<br />

1. Coarse sandy soil<br />

to 6 ft 2.0 1.5 1.0 0.50<br />

2. Coarse sandy soils<br />

over more compact<br />

soils 1.5 1.0 0.75 0.40<br />

3. Light sandy loam<br />

to 6 ft 1.0 0.80 0.60 0.40<br />

4. Light sandy loams<br />

over more compact<br />

soils 0.75 0.50 0.40 0.30<br />

5. Silt laams to 6 ft 0.50 0.40 0.30 0.20<br />

6. Silt loams over<br />

more compact<br />

soils 0.30 0.25 0.15 0.10<br />

7. Heavy-textured<br />

clays or clay<br />

loams 0 0.10 0.08 0.06<br />

Continuous-Move Systems<br />

Traveling sprinklers, Like periodic-move systems,<br />

are usually managed to apply relatively deep irrigations.<br />

Furthermore, drop sizes tend to be large so<br />

values from Table <strong>11</strong>-4 should be reduced by 25<br />

percent for use as guides to selecting maximum<br />

application rates for traveling sprinklers.<br />

It is practical to apply frequent, light applica*<br />

tions with center-pivot and linear-move systems.<br />

With light applications, up to 0.5 in of the applied<br />

water can be stored in small depressions on the soil<br />

surface. Because of this, the peak application rates<br />

near the end of center-pivot or linear-move laterals<br />

operating on a 1- or 2-day cycle can often be more<br />

than 100 percent greater than specified in Table<br />

<strong>11</strong>-4 and not cause runoff on slopes of less than 8<br />

percent. This is fortunate because it is difficult to<br />

nozzle centerpivot systems that have a maximum<br />

application rate of much less than 1.0 iph.<br />

<strong>Sprinkle</strong> <strong>Irrigation</strong> Efficiency<br />

<strong>Irrigation</strong> efficiency is a concept that is used extensively<br />

in system design and management, It can<br />

be divided into two components, uniformity of<br />

application and losses. If either uniformity is poor<br />

or losses are large, efficiency will be low. Several<br />

factors affect the water-application efficiency of<br />

sprinkle irrigation systems:<br />

1. Variation of individual sprinkler discharge<br />

along lateral lines can be held to a minimum by<br />

proper lateral design.<br />

2. Variation in moisture distribution within the<br />

sprinkler-spacing area is caused primarily by wind<br />

movement. For periodic move, fixed, and traveling<br />

sprinklers this can be partially overcome by closely<br />

spacing sprinklers or tow paths to meet adverse<br />

wind conditions. In addition to the variation caused<br />

by wind, there is always a variability in the distribution<br />

pattern of individual sprinklers. The extent<br />

of this variability depends on sprinkler design, operating<br />

pressure, and sprinkler rotation. For centerpivot<br />

and linear-move systems wind distortion is<br />

not a serious problem because the sprinklers are<br />

spaced close together along the lateral, and the lab<br />

eral is continuously moving.<br />

3. Loss of water by direct evaporation from the<br />

spray increases as temperature and wind velocities<br />

increase and as drop size and application rate decrease.<br />

4. Evaporation from the soil surface before the<br />

water reaches the plants decreases proportionally as<br />

greater depths of water are applied.<br />

Uniformity<br />

Distribution uniformity (DU) is a useful term for<br />

placing a numerical value on the uniformity of<br />

application. The DU indicates the uniformity of infiltration<br />

throughout the field.<br />

DU =<br />

Average low-quarter depth<br />

of water received<br />

Average depth of water received<br />

X 100<br />

The average low-quarter depth of water received is<br />

the average of the lowest one-quarter of the measured<br />

values where each value represents an equal<br />

area.<br />

Another parameter that is used continuously to<br />

evaluate sprinkle irrigation uniformity is the uniformity<br />

coefficient developed by Christiansen :<br />

where<br />

X * absolute deviation of the individual<br />

observations from the mean (in)<br />

' Chn'stianserr, J. E. 1942. <strong>Irrigation</strong> by sprinkling. University<br />

of California. Bull. No. 670.

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