Engineering Commons^™

Center Pivot Project Specifications, Charles M. Burt

BioResource and Agricultural Engineering

This note provides an example of items that are included in a specification for center pivots. It is a supplement to design drawings that have numerous additional details. This example combines items from various ITRC jobs, and therefore the units are not consistent (there is a mix of metric and English units). The intention, however, is not to provide a precise specification that can be replicated, but rather to show the key items that are typically included.

In such projects, there are two primary sets of specifications:

• The details of the center pivots themselves and warranties for the pivots
• The …

Field Evaluation Of Non-Contact Flow Measurement Device - Pid, Jack Evans, Stuart Styles

BioResource and Agricultural Engineering

The Irrigation Training and Research Center (ITRC) has analyzed the data from several non-contact volumetric flow meter models under various conditions. This testing was done with support from technical services contracts with the California Department of Water Resources (DWR) and the United States Bureau of Reclamation (USBR).

Field Evaluation Of Non-Contact Flow Measurement Devices - Gcid, Jack Evans, Stuart Styles

BioResource and Agricultural Engineering

The Irrigation Training and Research Center (ITRC) has analyzed the data from several non-contact volumetric flow meter models under various conditions. This testing was done with support from technical services contracts with the California Department of Water Resources (DWR) and the United States Bureau of Reclamation (USBR).

Field Evaluation Of Non-Contact Flow Measurement Device - Bcid, Jack Evans, Stuart Styles

BioResource and Agricultural Engineering

The Irrigation Training and Research Center (ITRC) is currently testing several non-contact volumetric flow meter models under their technical services contracts with the California Department of Water Resources (DWR) and the United States Bureau of Reclamation (USBR). In April 2020, a Sommer RQ-30A non-contact flow meter was installed at Banta Carbona Irrigation Districts (BCID) Main Canal approximately 180 ft downstream of the discharge from Pumping Plant 1. The meter was mounted at midspan along a footbridge that crosses the throat of an ITRC designed subcritical contraction structure (see Figure 1). An existing SonTek Acoustic Doppler Flow Meter (ADFM) was installed …

Performance Of Non-Contact Flow Meters In Irrigation Canals And Surface Drains, Kyle Feist, Jack Evans, Zack Markow, Stuart Styles

BioResource and Agricultural Engineering

Flow measurement is an important component of modern irrigation delivery systems. As irrigation projects are modernized, flow measurement devices are being installed in more non-traditional applications. Some applications feature a combination of characteristics that eliminate traditional flow measurement structures. Furthermore, as regulations obligate more districts to report real time diversions, redundant flow measurement devices using different methods or technologies become necessary to reduce the potential for temporary gaps in diversion data. In these cases, non-contact type flow measurement devices may be of interest. Two non-contact flow meters were installed at different irrigation district canals. Data was collected from the non-contact …

Testing Of Two 10-Inch Insertion Propeller Flow Meters, Stuart Styles, Sierra Layous, Jack Evans

BioResource and Agricultural Engineering

With funding from the US Bureau of Reclamation, California – Great Basin Region (Region 10), the Cal Poly Irrigation Training & Research Center (ITRC) conducted flow measurement accuracy testing on two 10-inch insertion (strap-on saddle) McCrometer Water Specialties propeller flow meters. Both meters were new and recently purchased by Westlands Water District. One of the meters is shown in Figure 1. Testing was performed at the ITRC Water Resources Facility (WRF) using the ITRC volumetric tank as the standard flow rate measurement for all tests. The ITRC volumetric tank was calibrated with the NIST¹-traceable ITRC gravimetric tank using …

Magnetic Flow Meter Testing, Stuart Styles, Sierra Layous, Jack Evans

BioResource and Agricultural Engineering

With funding from the US Bureau of Reclamation, California – Great Basin Region (Region 10) and the California Department of Water Resources (Agreement No. 4600011908), the California Polytechnic State University, San Luis Obispo Irrigation Training & Research Center (ITRC) conducted testing on 4-inch and 10-inch spool-type magnetic flow meters ( also known as mag meters and electromagnetic flow meters) from six manufacturers (12 meters total). The testing was performed to assess the effects of various hydraulic conditions on meter accuracy.

Testing Of Two 10-Inch Insertion Magnetic Flow Meters, Stuart Styles, Sierra Layous, Jack Evans

BioResource and Agricultural Engineering

With funding from the US Bureau of Reclamation, California – Great Basin Region (Region 10), the Cal Poly Irrigation Training & Research Center (ITRC) conducted flow measurement accuracy testing on two 10-inch insertion (saddle-mount) McCrometer Mc Mag3000 magnetic flow meters. The meters were two of 360 new meters that were purchased by Westlands Water District. One of the meters is shown in Figure 1. Testing was performed at the ITRC Water Resources Facility (WRF) using the ITRC gravimetric (weigh) tank as the standard flow rate measurement for all tests. The ITRC gravimetric tank has a NIST¹-traceable uncertainty of …

Magnetic Flow Meter Testing And The Effect Of Upstream Chemical Injection On Meter Performance, Stuart Styles, Sierra Layous, Jack Evans

BioResource and Agricultural Engineering

With funding from the US Bureau of Reclamation, California – Great Basin Region (Region 10), the Cal Poly Irrigation Training & Research Center (ITRC) performed testing on magnetic flow meters to examine issues related to upstream chemical injection. Two sets of tests were completed:

• Meter Accuracy Testing – This testing determined the flow measurement accuracy of ten (10×) meters. Previously, all the meters had been installed in irrigation pipelines immediately downstream of chemical injection and showed significant fluctuations in flow measurement readings.

• Upstream Chemical Injection Testing – This testing quantified the variability of flow rate measurements at various …

Testing Of Two 30-Inch Magnetic Flow Meters, Stuart Styles, Jack Evans, Sierra Layous, Chad Tenbrink

BioResource and Agricultural Engineering

With funding from the US Bureau of Reclamation, California – Great Basin Region (Region 10), the Cal Poly Irrigation Training & Research Center (ITRC) conducted flow measurement testing on two (2×) 30inch spool-type magnetic flow meters in March of 2020. Figure 1 shows the meters installed at the testing facility. The testing determined the accuracy for each test meter in a straight pipe configuration across a range of typical water velocities (0.4 to 3.8 feet per second). Testing was performed at the ITRC Water Resources Facility (WRF) using the ITRC volumetric tank as the standard flow rate measurement for all …

Testing Of A 10 To 48-Inch Insertion Magnetic Flow Meter, Stuart Styles, Jack Evans, Sierra Layous, Chad Tenbrink

BioResource and Agricultural Engineering

With funding from the US Bureau of Reclamation, California – Great Basin Region (Region 10), the Cal Poly Irrigation Training & Research Center (ITRC) conducted flow measurement testing on one (1×) 10 to 48-inch Seametrics EX21x insertion magnetic meter (“Seametrics”, “test meter”) in April 2020. Figure 1 shows the meter installed at the testing facility. The testing determined the accuracy of the test meter in a straight pipe configuration across a range of typical water velocities (0.5 to 5.8 feet per second). Testing was performed at the ITRC Water Resources Facility (WRF) using calibrated measurements from a 30-inch Krohne Enviromag …

Hydraulic Effects Of Perpendicular Water Approach Velocity On Meter Gate Flow Measurement, John M. Thorburn

Master's Theses

Accurate flow measurement is required to effectively manage water resources. California Senate Bill X7-7 (SB X7-7), legislates this need by requiring agricultural water providers serving areas greater than 25,000 acres to develop an Agricultural Water Management Plan (AWMP) and adopt pricing based at least partly on volumetric water deliveries (DWR, 2009). This study focused on two of the most common flow measurement/flow control devices used in California open channel water conveyance systems: the circular meter gate and the rectangular meter gate. Testing was conducted on three Armco-type (round gates over round discharge pipe) gates measuring 12”, 18”, and 24” and …

Overview And Uncertainty Analysis For An Irrigation Flow Measurement Facility, Kyle Feist, Zachary Markow, Stuart Styles

BioResource and Agricultural Engineering

Accurate flow measurement is critical for modern water resource management. At the irrigation district level, instantaneous flow rates must be well-measured at key bifurcation points to reliably meet downstream demand in open channel systems while also minimizing diversions. Furthermore, good flow measurement at each delivery point is a pre-requisite for successful volumetric water billing. Accuracy and repeatability are important characteristics of good flow measurement. Maximizing these traits requires periodic calibration to a common standard.

This paper presents an overview of calibration efforts and the engineering background behind an active flow measurement facility at the Irrigation Training and Research Center at …

Flow Rate Equation For Suppressed And Submerged Sluice Gates, Charles M. Burt, Albert J. Clemmens, Kyle Fesit

BioResource and Agricultural Engineering

In irrigation projects, the control and measurement of flow rates at key bifurcation points is essential. Sluice gates at the heads of irrigation canals are used by operators to control the flow into these canals. In US irrigation districts, canal operators often estimate flow rate at the heads of canals by “experience” unless they have a flume downstream. For example, they may open a gate a certain number of turns for a change in flow rate, regardless of upstream and downstream conditions. Theoretical estimates of discharge are often inaccurate in field situations. Problems include varying and uncertain discharge coefficients, entrance …

Volumetric Flow Measurement For Irrigation District Turnouts, Charles M. Burt, Daniel J. Howes, Stuart Styles

BioResource and Agricultural Engineering

Technical assistance related to irrigation district turnout flow/volumetric measurement is provided by ITRC on behalf of California Dept. of Water Resources, USBR, and BIA irrigation projects. Throughout that work, it was apparent there was a need to organize well-established information as well as to provide new insights into irrigation flow measurement. The target audiences are irrigation districts and others who want to improve measurement accuracy for irrigation flow rates and volumetric deliveries to meet regulations, improve the efficiency of ditchriders (system operators), and provide equity and transparency to farmers and managers. The focus of this publication is on turnouts (deliveries) …

Discharge Coefficients For Rectangular Suppressed And Submerged Sluice Gates, Charles M. Burt, Albert J. Clemmens, Kyle Feist

BioResource and Agricultural Engineering

Two sizes of sluice gates were tested in submerged conditions with a variety of flow rates and gate openings. A new equation was developed for flow rate prediction.

Low Flow Testing, Daniel J. Howes

BioResource and Agricultural Engineering

In arid environments, streamflow enhancement in low flow channels is common. It is challenging to assess enhancement project effectiveness in these channels because of uncertainties in metering (regarding both meters and procedures). The basic equation for flow is:

Q = VA (Eq. 1)

Where,

Q = channel flow rate (e.g., cubic feet per second, CFS)

V = cross sectional average velocity (e.g., feet per second, fps)

A = cross sectional area (e.g., square feet, ft2)

There are three main factors that impact flow measurement uncertainty in natural channels:

1. Flow meter velocity measurements (V)

2. Depth and area measurements (A) …

Variable Frequency Drive (Vfd) Specifications For Irrigation District Pumps, Charles M. Burt, Kyle Feist, Gary Wilson

BioResource and Agricultural Engineering

This information was compiled by ITRC and includes specifications for standards, warranties, submittals, VFD size, and other technical details to aid districts in the selection and implementation of VFD system.

Variable Frequency Drive (Vfd) Specifications For On-Farm Pumps, Charles M. Burt, Kyle Feist, Gary Wilson

BioResource and Agricultural Engineering

This document applies to Variable Frequency Drive (VFD) system installations meeting all of the following criteria:

The project owner or authorized representative is applying to participate in the "PG&E Agricultural Pumping VFD Incentive Program," which involves a rebate for a complete VFD system, rather than components.

This project involves a VFD system designed to control the speed of a 60 Hz alternating current motor that is rated for:

• 480VAC or less
• 600 HP or less
• The VFD-controlled motor will be used specifically for pumping agricultural irrigation water into a pressurized irrigation system.

General: Irrigation Bill Of Consumer Rights, Charles M. Burt

BioResource and Agricultural Engineering

Cal Poly ITRC, together with various irrigation industry leaders and the Irrigation Dealers Association of California, plus with assistance from the California Energy Commission and Pacific Gas & Electric Co., developed the Irrigation Consumer Bill of Rights (ICBR) in 1994.

Drip/Micro Irrigation: Irrigation Consumer Bill Of Rights, Charles M. Burt

BioResource and Agricultural Engineering

Cal Poly ITRC, together with various irrigation industry leaders and the Irrigation Dealers Association of California, plus with assistance from the California Energy Commission and Pacific Gas & Electric Co., developed the Irrigation Consumer Bill of Rights (ICBR) in 1994.

Soil And Plant Moisture Monitoring Systems: Irrigation Consumer Bill Of Rights, Charles M. Burt

BioResource and Agricultural Engineering

Cal Poly ITRC, together with various irrigation industry leaders and the Irrigation Dealers Association of California, plus with assistance from the California Energy Commission and Pacific Gas & Electric Co., developed the Irrigation Consumer Bill of Rights (ICBR) in 1994.

Oiler For Vertical Pump Lineshaft Lubrication, Charles M. Burt

BioResource and Agricultural Engineering

This document provides technical advice for controlling the dripping of oil for oil-lubricated vertical lineshaft pumps for irrigation.

Conditioning Of Velocity Profiles In Pipelines, Charles M. Burt, Pascal Hellmann, Zachary Markow

BioResource and Agricultural Engineering

This paper reports on the testing of a relatively simple flow conditioner for pipelines. This research found that a pipeline velocity flow conditioner that is constructed with an internal cone, having an inside diameter of 80 percent of the pipeline ID, provided the best results. It provided good velocity conditioning at a distance of two diameters downstream of an obstruction. The minor loss is equal to the velocity head of the flow in the original pipeline diameter.

Scada Preventative Maintenance: Reducing The Potential Of Unexpected Failures, Kyle Feist, Zachary Markow, Charles M. Burt

BioResource and Agricultural Engineering

Irrigation district infrastructure utilizing Supervisory Control and Data Acquisition (SCADA) systems can perform a critical service to irrigators, but also present the risk of damage to nearby property and humans in certain failure scenarios. It is therefore prudent to minimize the scope, frequency, and duration of SCADA component failure. However, it is typical for irrigation districts to focus on corrective (post-failure) SCADA maintenance activities, instead of investing in preventive maintenance.

Preventive SCADA maintenance requires budget and labor investment. However, it is anticipated that it is possible to balance the effectiveness and expenses of a preventative maintenance program with some strategic …

Using Net Groundwater Extractions For Farm Level Groundwater Sustainability Monitoring, Daniel J. Howes, Morgan Whinery, Eric Limas, Dan Vink

BioResource and Agricultural Engineering

The Cal Poly Irrigation Training and Research Center (ITRC) has developed a method for computing net groundwater extraction and recharge at the farm level for district management and regulation of sustainable/safe yields. This method is called Net To/From Groundwater (NTFGW). Net groundwater extraction is preferred for assessing sustainable yield in unconfined aquifer systems over direct metering of gross groundwater pumping. A recent pilot project with the Lower Tule River and Pixley Irrigation Districts’ Groundwater Sustainability Agencies (GSAs) compared actual metered groundwater pumping, surface deliveries, and evapotranspiration to the NTFGW outputs on 19 farms within the GSAs over a 3-year period …

An Assessment Of The Greatest Impacts On Distribution Uniformity For Drip And Micro Irrigation, Brooke Ashley Worden

Master's Theses

Using the Cal Poly Irrigation Training and Research Centers (ITRC) drip/micro evaluation program, global, or system, DU_lq is computed by combining the component DU_lq values of: pressure variation, uneven spacing between emitters, unequal drainage and “other” causes. “Other” causes include plugging, wear and manufacturing coefficient. The program also computes what percentage of the non-uniformity is due to each component. Burt (2004) showed that over 95% of the non-uniformity is due to “Other” causes and pressure differences. This thesis looks at what specifically in those components is driving the non-uniformity by analyzing various equipment and field practices and their …

Water Hammer Protection For Pumped Turnouts On Aging Pipelines, Charles M. Burt, Zachary C. Markow

BioResource and Agricultural Engineering

Water hammer in an irrigation district pipeline is typically caused by sudden changes in turnout flow rates. A sudden shutoff of a booster pump, or a rapid closure of a turnout valve, can potentially cause surge damage. The problem occurs if the pressure exceeds the pressure rating of the pipeline. As pipes age, their pressure rating typically declines. This report describes three different solutions that utilize a combination of these techniques/devices to provide district pipeline protection from water hammer.

Developing, Evaluating, And Demonstrating An Open Source Gateway And Mobile Application For The Smartfarm Decision Support System, Caleb D. Fink

Master's Theses

The purpose of this research is to design, develop, evaluate, and demonstrate an open source gateway and mobile application for the SmartFarm open source decision support system to improve agricultural stewardship, environmental conservation, and provide farmers with a system that they own. There are very limited options for an open source gateway for collecting data on the farm. The options available are: expensive, require professional maintenance, are not portable between systems, improvements are made only by the manufacturer, limited in customization options, difficult to operate, and data is owned by the company rather than the farmer. The gateway is designed …

A Review Of Subsidence Measurements Near Mendota, California, Tom Mastin, Stuart Styles, Kyle Feist

BioResource and Agricultural Engineering

The image of Dr. Poland of the United States Geological Survey (USGS) standing next to a marked powerline in 1977 is circulated as a striking example of land subsidence. This and other historical data are common references for modern subsidence studies. Because of the significance of this data, recent work was conducted to analyze the historical data as well as independently measure the magnitude of subsidence since 1975, within the same study area southwest of Mendota, CA. The results indicate that local subsidence in the area of the photo is less than 0.5 meters between 1975 and 2017. Furthermore the …