Crops to be Irrigated Factors for consideration – Rooting depth of crop ( Irr. Guide pp.. 3-8,3-9) Are there any soil barriers rock, hard pan, etc. establishment and shallow root depths require more frequent irrigations – Crop Height wheel or riser height above canopy or within canopy application – Water tolerance water sensitive crops develop diseases (beans) What is Management Allowable Depletion (MAD)? Mad is defined as the percentage of the available soil water that can be depleted between irrigations without serious plant moisture stress. MAD is expressed as: – a percentage of the total Available Water Content (AWC) the soil will hold in the root zone – a soil-water deficit (SWD) in inches, or – an allowable soil-water tension level More information Irrigation Guide pg.. 3-7 Example Given: Silt Loam soil (AWC= 2.1”/ft), growing potatoes with rooting depth of 2.5’and a MAD of 35%. Find : The maximum amount of water depletion before irrigation is necessary? 2.1*2.5*.35 = 1.84” Evapotranspiration Overview Recently with more weather station and a greater demand for the available water there has been a great push to update ET values. The new ET values are needed to provide a more accurate picture of what is actually happening in the field. What is EVAPOTRANSPIRATION? Definition – Evaporation of water from the soil and plant surfaces and transpiration from the stomatal cavities of plants What are some methods for determining ET? Estimated crop evapotranspiration ETc – Blaney-Criddle, etc. Direct measurement – – – – – aerodynamic method detailed soil moisture monitoring lysimetry plant porometers regional inflow-outflow measurements What influences the method you would select? Type, accuracy, and duration of available climatic data Natural pattern of evapotranspiration Intended use of the evapotranspiration estimates Climatic Data Type – Temperature, radiation, wind, humidity Quality Length of Record Natural Pattern of Crop Water Use Crop ET varies from day to day – Fluctuating climatic – Plant growth Daily average Vs. average for a period – 1 day Vs 5 day Frequency Distributions ET for an Averaging Period Intended Use Irrigation Scheduling System Design Reservoir operation Various Methods NRCS endorses four methods – – – – Penman-Monteith Radiation method Temperature Method Class A evaporation pan Penman-Montieth Method 1 K1 ET0 ( )[( )(Rn G) ( )(.622 ) * * BP •More reliable for any length period – daily, monthly, or seasonal •If adequate data available 0 (ez ez ) ra ] ET0 = The evapotranspiration for grass reference crop = heat of vaporization Rn = net radiation G = soil heat flux = slope of the vapor pressure curve = psychrometric constant = density of air BP = mean barometric pressure 0 e z = average saturated vapor pressure ez = actual vapor pressure * = (1+rc/ra) rc = surface resistance to vapor transport ra = aerodynamic resistance to sensible heat and vapor transport K1 = the dimension coefficient Radiation Method Rs ET0 0.012 ( )br ET0 = The evapotranspiration for grass reference crop = heat of vaporization = slope of the vapor pressure curve = psychrometric constant = density of air br = adjustment factor for wind and humidity Rs = incoming solar radiation Not for daily ET, but for average daily ET over a period of days ~ 5day period Good for monthly and Seasonal Temperature Method ET0 Ce ( at bt pT ) ET0 = evapotranspiration for grass reference crop Ce = elevation adjustment factor at = climate adjustment factor bt = climate adjustment factor p = mean daily percent of annual daytime hours T = mean air temperature Not for daily ET, but for average daily ET over a period of days ~ 5day period Good for monthly and Seasonal Evaporation Pan Method ET0=kpEpan ET0 = evapotranspiration for grass reference crop kp = pan coefficient Epan = evaporation from pan Good for monthly and Seasonal Things to Consider before changing ET Values Legal ramifications Quantity of water supply System efficiency SCS TR21 Where does TR21 fit in? Water Rights of many States Based on TR21 Less Accurate What is the difference between ET0 and Consumptive Use? CU = Crop coefficient*ET0 Use reference ET for specific Crop Crop Curves NRCS has switched from an Alfalfa based crop reference to a Grass crop reference To convert use a multiplier factor , usually 1.15 New ones and procedures found in NEH part 623 chapter 2 Consumptive Use Calculations Field by field – CU = crop coefficient * ET Farm CU - multiple fields, multiple crops – weighted CU based on percentage of crops Project CU – gpm/acre weighted by percent Weighted Consumptive Use CROP ACRES CU % alfalfa 80 .31 35 wheat 100 .21 43 beets 50 .25 22 Total 230 .25 100 CUw= 80/230*.31+100/230*.21+50/230*.25 Net Irrigation Requirements Fn = ETc + Aw - Pe - GW - SW Fn = net irrigation requirement for season ETc = crop evapotranspiration Aw = auxiliary water - leaching, temperature modification, crop quality Pe = effective precipitation GW = ground water contribution SW= soil water depleted during season Effective precipitation The part of rainfall that can be used to meet the evapotranspiration of growing crops. Does not include surface runoff or percolation below the crop root zone Precipitation Pathways Precipitation from clouds Evaporated in atmosphere Strikes soil surface Intercepted by vegetation Infiltrates Retained by soil in root zone Useless or harmful for crop growth Remains unused Retained and evaporated Evaporates on soil surface Deep percolation below root zone Utilized for crop growth Essential for leaching Return flow to ground water or streams Drained to soil surface Surface runoff Not needed for leaching Not reused at site Reused elsewhere Return flow to streams or ground water Reused at site System Sizing Simply put Q = Fg*A/t Q = to system flowrate Fg = Gross irrigation requirement A = irrigated area t = time to irrigate the field What is the difference between Net and Gross? Cg = Cn Ea(1-Dt ) 100 Cg = gross system capacity Cn = net system capacity Ea = application efficiency Dt = system downtime Many efficiencies come in to play Field efficiency Farm efficiency Conveyance efficiency Project efficiency etc. Things influencing Field efficiency Deep percolation Surface runoff Spray, drift losses Where to get more information NRCS NEH 623 Chapter 2 “Irrigation Water Requirements”