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Em4885 irrigation management practices to protect ground water

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4 CHAPTER<br />

IP 2.02.09 - Rip Hardpans and Compacted Soil Layers <strong>to</strong> Improve Infiltration Rates<br />

Objective<br />

Increase infiltration rates and lower erosion.<br />

Description<br />

Soil texture and structure partially govern infiltration rates. Fields with very low<br />

infiltration rates can be hard <strong>to</strong> irrigate efficiently as excessive surface runoff may<br />

be generated. Ripping, chiseling, or some other form of subsoiling can improve<br />

infiltration rates. This can reduce erosion and help in increasing overall<br />

application efficiency.<br />

IMPORTANT!!! Note that increased infiltration rates will increase the likelihood of deep<br />

percolation. The grower must maintain control of the <strong>to</strong>tal <strong>water</strong> application at all times.<br />

SCS National Practice 324 addresses chiseling and subsoiling <strong>to</strong> improve infiltration rates.<br />

IP 2.02.10 - Use Cutback Furrow Flows <strong>to</strong> Reduce Surface Runoff<br />

Objective<br />

Reduce the amount of surface runoff during a furrow <strong>irrigation</strong>.<br />

Description<br />

Correct operation of furrow/rill <strong>irrigation</strong> systems entails:<br />

1. Wetting the furrow in an appropriately short time period<br />

2. Then allowing <strong>water</strong> <strong>to</strong> run in the fully wet furrow until sufficient <strong>water</strong><br />

has infiltrated at all points along the furrow.<br />

Regardless of the amount of time taken <strong>to</strong> wet a furrow, once it is fully wet runoff<br />

commences and must be managed. IP 2.02.11 discusses the installation of runoff reuse<br />

systems as one form of <strong>management</strong>. An optional Practice is a “cutback” furrow flow.<br />

A cutback furrow flow occurs when the average furrow flow is reduced some time after<br />

the entire furrow is wetted. This reduced furrow flow will result in reduced surface runoff.<br />

For example, the initial furrow flow may be 8 gallons per minute (GPM) so as <strong>to</strong> wet the<br />

furrow in an acceptably short time period. The large initial flow may then be reduced <strong>to</strong><br />

4 GPM once significant runoff starts.<br />

46

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