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Em4885 irrigation management practices to protect ground water

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4 CHAPTER<br />

IP 2.02.03 - Use Surge-Flow Techniques<br />

Objective<br />

Surge is usually used <strong>to</strong> improve down-row uniformity but may also reduce surface runoff.<br />

Description<br />

“Surge flow” is the practice of applying <strong>water</strong> <strong>to</strong> a furrow in pulses rather than with a<br />

continuous flow. That is, <strong>water</strong> will be turned in<strong>to</strong> the furrow for a time, then s<strong>to</strong>pped.<br />

After some time, <strong>water</strong> is then re-applied, then s<strong>to</strong>pped again. The pulses continue until<br />

the furrow has been completely wetted (<strong>water</strong> advances <strong>to</strong> the end of the furrow).<br />

The pulses may or may not continue even after the full furrow becomes wet. The<br />

actual number and length of pulses, as well as the <strong>water</strong> flow and <strong>to</strong>tal set time,<br />

depend on the site-specific situation.<br />

It is common for the initial pulsing flow rates <strong>to</strong> be greater than the final, steady flow.<br />

In this manner, some applications of surge flow result in a concurrent cut-back flow system<br />

(see IP 2.02.10). For example, one type of implementation includes using a specialized<br />

“surge-valve” in conjunction with gated pipe. The surge-valve is usually a TEE-type valve<br />

connected <strong>to</strong> the gated pipe extending <strong>to</strong> either side of the valve. During the <strong>irrigation</strong>, the<br />

<strong>water</strong> supply will be directed <strong>to</strong> the gated pipe on one side or the other of the surge-valve,<br />

depending on which furrows are being pulsed. The <strong>water</strong> supply is split between the gated<br />

pipe on both sides of the surge-valve for continuous flow until the end of <strong>irrigation</strong> after the<br />

furrows are completely wet. This gives an au<strong>to</strong>matic 50% cutback in individual furrow<br />

flows. (Note that the irriga<strong>to</strong>r still has <strong>to</strong> make sure that the pipe outlets are flowing equal<br />

amounts of <strong>water</strong>.)<br />

Figure 4-13 is a schematic showing the distance of <strong>water</strong> advance at the end of each of<br />

three surges. The surge valve is in the middle feeding <strong>water</strong> <strong>to</strong> gated pipe on either side.<br />

Water is turned <strong>to</strong> first one side (Sets 1, 3, and 5), then the other (Sets 2, 4, and 6) during<br />

the surging of the <strong>irrigation</strong>. A the end of the surges, about 2:00 A.M., the valve will turn<br />

<strong>water</strong> <strong>to</strong> both sides until the end of the set.<br />

Set 2 - 8 AM - 10 AM<br />

Set 4 - 1 PM - 4 PM<br />

Head of Field<br />

Set 6 - 9 PM - 2 AM<br />

Bot<strong>to</strong>m of Field<br />

FIGURE 4-13. Schematic of a surge <strong>irrigation</strong> showing <strong>water</strong> advance at the end of each of three surges<br />

42<br />

Set 1 - 6 AM - 8 AM<br />

Set 3 - 10 AM - 1 PM<br />

Set 5 - 4 PM -9 PM

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