PELQT | R Documentation |
This function determines PELQ as the average of the low quarter catch depths divided by the average catch depth of applied water. As such is is a measure of the potential of the sprinkler irrigation system considering uniformity (low quarter) and any losses due to drift and evaporation (uses catch can depths overlapped at specified lane spacing).
PELQT(x,SI=TRUE,rate,ls,ts)
x |
numeric array of catch can depths, overlapped. |
SI |
logical; units SI (mm, m, lpm) or US Customary (in., ft, gpm). SI (TRUE) is default. |
rate |
sprinkler discharge rate (lps or gpm). |
ls |
lane spacing (m or ft). |
ts |
travel speed (m/min or ft/min). |
catch can depths overlapped to specified lane spacing.
PELQT (potential application efficiency of low quarter for traveling system, %
Garry Grabow glgrabow@ncsu.edu
Evans, R.O., Barker J.C., Smith J.T., Sheffield R.E. 1997b. Field calibration procedures for animal wastewater application equipment, hard hose and cable tow traveler irrigation system. NC Cooperative Extension Service publication AG-553-2. Raleigh, NC https://p2infohouse.org/ref/32/31084/ag-553-2.pdf
Liu, Z., G.L. Grabow, R.L. Huffman, J. Osborne, and R.O. Evans. 2012. Factors Affecting Uniformity of Irrigation-Type Manure Application Systems. Applied Eng. in Agric. 28(1):43-56.
Mirriam and Keller, 1978. Farm System Irrigation Evaluation: A Guide for Management. PP 97-107. Utah State University, Logan, Utah. https://pdf.usaid.gov/pdf_docs/PNAAG745.pdf
PELQ
,travunif
#see pp 41-43 of reference document SI<-FALSE # use U.S. customary units left<-c(0.94,0.80,0.59,0.61,0.50,0.42,0.33,0.07) right<-c(0.73,0.81,0.92,0.64,0.50,0.27,0.20,0.13) ls<-224;gs<-20 #first call travunif to return overlapped data given gage spacing and lane spacing out<-travunif(ls,gs,left,right) x<-out$o.depths rate<-197 # 197 gpm sprinkler discharge rate (measured) PELQT(x,SI=FALSE,rate,ls,1.5)#call PELQ for traveling systems
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