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Em4885 irrigation management practices to protect ground water

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4 CHAPTER<br />

Soil variability may be something that the grower just has <strong>to</strong> live with. On the other hand,<br />

depending on the patterns of variability it may be possible <strong>to</strong> change set <strong>management</strong> as the<br />

<strong>irrigation</strong> progresses. For example, given that a sandy streak in a field is generally in the<br />

direction of the furrow, shorter sets with larger furrow flows may be used as the <strong>irrigation</strong><br />

progresses through the sandy area.<br />

Another type of soil and <strong>to</strong>pography variability are high and low spots in the field.<br />

Laser-controlled land leveling (IP 2.02.08) is in common use and can be used periodically<br />

<strong>to</strong> “<strong>to</strong>uch up” a field.<br />

Border strips<br />

The above discussion of down-row, cross-row, and soil variability was directed primarily<br />

at furrow/rill <strong>irrigation</strong> systems. These are all concerns with border strips also. Cross-<br />

”strip” uniformity is not affected as much by differences in infiltration rates due <strong>to</strong> the<br />

width of the strips. However, it is still imperative that the same flow be set in<strong>to</strong> each strip.<br />

It is important <strong>to</strong> note that <strong>irrigation</strong> <strong>management</strong> of border strips is different from furrows<br />

for one important reason. When <strong>water</strong> is turned off in a furrow, it recedes relatively<br />

quickly. That is, <strong>water</strong> runs off the furrow relatively quickly. With a border strip, however,<br />

the hydraulics of the wide flow path and friction due <strong>to</strong> a crop create a large volume of<br />

<strong>water</strong> on the surface of the strip. This requires a significant “recession” time <strong>to</strong> run off or<br />

infiltrate after the inflow is shut off. The recession time in border strips can be very useful<br />

for equalizing the opportunity time from the <strong>to</strong>p of the strip <strong>to</strong> the bot<strong>to</strong>m.<br />

Advance ratios are not used for recommendations concerning flows in<strong>to</strong> a border strip.<br />

Also, surface runoff should normally be much less with a border strip than with a furrow.<br />

Down-row uniformity with a border strip is a matter of equalizing the effects of the<br />

advance rate of the <strong>water</strong> during <strong>irrigation</strong> and the recession time after the <strong>water</strong> is turned<br />

off. System evaluations of border strips will identify the balance between the advance rate<br />

and the recession rate and are very helpful in improving performance.<br />

IP 2.02.01 - Increase Furrow Flows <strong>to</strong> Maximum Non-Erosive Streamsize<br />

if Water Advance is Too Slow<br />

Objective<br />

Achieve an appropriate advance time for <strong>water</strong> during the initial wetting phase of a furrow<br />

<strong>irrigation</strong>. This will give good down-row uniformity.<br />

Description<br />

As previously explained, a good down-row uniformity is the result of sufficiently fast <strong>water</strong><br />

advance during the initial wetting of the furrow. Depending on the length of run, type<br />

of soil, condition of furrow, and land slope, this may or may not require the maximum<br />

non-erosive stream size. The smallest stream size necessary <strong>to</strong> achieve good advance<br />

speed should be used.<br />

40

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