A side$-$roll sprinkler system is to be designed $10$ irrigate bush beans in the Willamelte Valley in Oregon. This region has a warm maritime climate during the period of peak crop water use. The peak period water requirement has been calculated at

$E{T}_{cp}=7m\frac{m}{d}$

Meteorological data for the peak pcriod rate

$T_{\text{m}\text{i}\text{n}}=10\mathrm{.}5CR{H}_{\text{m}\text{a}\text{t}}=93$ percent

$T_{\text{m}\text{a}\text{s}}=27\mathrm{.}8CR{H}_{\text{m}\text{i}\text{a}}=39$ percent

$U_2=6\mathrm{.}4k\frac{m}{h}$

The following information for total allowable depletion and maximum application rate is available from the Oregon Irrigation Guide for this location:

TAD $=82mm$

$I_{\text{m}\text{a}\text{x}}=0\mathrm{.}76c\frac{m}{h}$

$---$cont$---{?}_{?}$

The design uniformity and adequacy criteria for a specialty crop will be applied, resulting in

$U_c=85$ percent

$a=90$ percent

Side$-$roll equipment is available from the manufacturer with a lateral spacing of $12m.$ Mainline sections are available in lengths of $15m$ or $18m.$ Previous lests under the expected low wind conditions and using offsets have indicated that uniformitics of $85$ percent are attainable with $18m$ mainline spacing and $12m$ lateral spacing. If the altainable uniformity coefficient is in question, a test should be run on a trial system for verification.

The operator wants to run the system on a schedule of $9$ out of $10$ days during the peak period with a total operating time of $20$ out of $24$ hours. The remaining four hours are required to drain and move the lateral. The operator wants to pressurize the system at the minimum feasible pressure to limit operating costs.

Assume the nozzle selection is constrained to those available in Table $7\mathrm{.}5$ for Model $29$JH from the manufacturer's calalog. This will be a single nozzle system. Determine the design nozzle diameter, operating pressure, welled diameter, nozzle discharge, gross application rate, and actual lime of operation.