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California Polytechnic State University, San Luis Obispo

BioResource and Agricultural Engineering

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Canal

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Full-Text Articles in Engineering

Performance Of Non-Contact Flow Meters In Irrigation Canals And Surface Drains, Kyle Feist, Jack Evans, Zack Markow, Stuart Styles Jan 2021

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 …


Flow Measurement Options For Canal Turnouts, Kyle Feist, Charles M. Burt Jan 2014

Flow Measurement Options For Canal Turnouts, Kyle Feist, Charles M. Burt

BioResource and Agricultural Engineering

Volumetric record-keeping, billing, and allocations at irrigation district delivery points (turnouts) are the norm, rather than the exception for most California irrigation districts. However, many older districts are just beginning these efforts, and other districts are trying to improve existing hardware and procedures. Volumetric accounting with high accuracy and a reasonable price presents unique engineering challenges for irrigation districts because of the variety of existing structures and configurations at irrigation delivery points. Because it is likely that irrigation districts will attempt to utilize existing devices, or slightly modify them, there is a need for standardized installation and/or calibration. This paper …


Pipeline And Canal Downstream Control System For Recirculation - Patterson Id Case Study, John Sweigard, Charles M. Burt, Peter Rietkerk Jan 2013

Pipeline And Canal Downstream Control System For Recirculation - Patterson Id Case Study, John Sweigard, Charles M. Burt, Peter Rietkerk

BioResource and Agricultural Engineering

Patterson ID in Central California has five long, along-the-contour lateral canals that flow northward from a main canal. The main canal operates on downstream control, providing excellent flexibility to heads of the laterals. The lateral canals operate with manual upstream control and have little storage. The classic tail-ender problem existed; spill from the tail end was necessary to avoid under-supplying tail-end customers.

To eliminate the spill and to provide better flexibility, a system was designed and constructed to tie the ends of the five laterals together with pipes and pumps, with one central regulating reservoir. The automatic control system allows …


Canal Lining, Charles M. Burt Jan 2011

Canal Lining, Charles M. Burt

BioResource and Agricultural Engineering

Larry and I thought that some musings about canal lining might be of some interest for some of you USCID newsletter readers. As you know, there are many canal lining techniques – especially if one considers the wide assortment of internationally used lining methods.


Canal Seepage Reduction By Soil Compaction, Charles M. Burt, Marcus Gardenas, Mohamed Grissa Nov 2008

Canal Seepage Reduction By Soil Compaction, Charles M. Burt, Marcus Gardenas, Mohamed Grissa

BioResource and Agricultural Engineering

Large-scale tests were conducted of in-place compaction of irrigation district earthen canal bottoms and sides. Five canal pools with sandy loam soils were compacted. Seepage reduction of about 86% was obtained when the sides and bottoms were compacted; reductions of 12 – 31% were obtained when only sides were compacted.


Canal Flow Rate Measurement Guidelines – Itrc 2005: Hydroacoustic Meters, Charles M. Burt, Stuart Styles Jan 2005

Canal Flow Rate Measurement Guidelines – Itrc 2005: Hydroacoustic Meters, Charles M. Burt, Stuart Styles

BioResource and Agricultural Engineering

A Hydroacoustic flow meter provides remote velocity sampling and integrated flow measurement based on the physical principle called the Doppler shift. The sensors can either project a continuous or pulsed beam of acoustic signals at angles above the horizontal position of the sensor. Flow velocity is calculated by averaging the measured variations in sound frequency reflected back from particles in the water. Depth is measured with a ceramic-based pressure transducer integrally mounted in a surface mount velocity sensor and the device calculates the flow rate.


Canal Control Training, Charles M. Burt Jan 1990

Canal Control Training, Charles M. Burt

BioResource and Agricultural Engineering

When compared to other industrial processes, irrigation processes are poorly controlled. Due to the unpredictable and uncontrollable nature of many present aspects of irrigation, a high degree of non-transferrability, or "art", is associated with irrigation. The Irrigation Training and Research Center (ITRC) at Cal Poly is dedicated to finding a retirement home for "Art". T

There is a great potential for excellent on-farm irrigation water management. Many tools (center pivots, linear moves, surge irrigation, drip, laser land grading, to name a few) exist to enable farmers to distribute water evenly across their fields. Other tools (computerized irrigation scheduling programs, automated …