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Relevant bibliographies by topics / Irrigation canals and flumes

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Academic literature on the topic 'Irrigation canals and flumes'

Author: Grafiati

Published: 4 June 2021

Last updated: 29 July 2024

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Journal articles on the topic "Irrigation canals and flumes"

1

Umale, Vidhi. "Prediction of Coefficient of Discharge for Oblique Sharp Crested Weir using ANN Model." International Journal for Research in Applied Science and Engineering Technology 11, no. 4 (April 30, 2023): 4326–34. http://dx.doi.org/10.22214/ijraset.2023.51251.

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Abstract: The application of artificial neural networks for solving complex civil engineering problems is of huge importance. This paper presents some of the positive aspects of the neural network’s model that are used for the determination of the coefficient of discharge of oblique sharp crested weir. Sharp crested weirs are used to measure flow rate and control upstream water surface in irrigation canals and laboratory flumes. The main advantages of such weirs are ease of construction and capability of measuring a wide range of flows with sufficient accuracy. ANN models have been developed to predict the discharge coefficients of oblique sharp-crested weirs for free flow cases using Borgheiet al.’s experimental data.

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Choudhary, Rishianand. "Estimation and Canal Conveyance Losses in Pune District." International Journal for Research in Applied Science and Engineering Technology 9, no. VI (June 20, 2021): 1526–34. http://dx.doi.org/10.22214/ijraset.2021.35361.

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Water is a very precious natural resource. When this precious resource moves through the canals certain part of the water is lost by seepage, evaporation etc. This loss is known as conveyance loss. In present paper, study of Nira Left Bank Canal (NLBC) is done which is situated in Pune district. Total length of canal is 162 Km out of which 30 Km is our study area. Discharge calculations at the head of canal and at 30th Km is done, two standing wave flumes are present at these two locations. Since last few decades, the extensive underutilization has been found in canal irrigation. This issue constitutes the serious lacuna in irrigational planning which often depicts the major problem about optimal water use. As per FAO Aquastat 2015 records for India, out of 91% of water utilized for agriculture purpose, 45% is getting lost under different types of conveyance losses from dam headworks till farms. The conveyance losses constitute the seepage and evaporation losses. Out of these, seepage is a quite significant loss in most of the water conveyance systems. Estimating conveyance losses using physical methods is quite difficult and involves lots of field work and calculations, whereas empirical and analytical methods will not accommodate site condition of respective study area. This study attempted to assess the conveyance loss of Nira Left Bank Bank Main canal with the help of a hydraulic model built on a spatial platform and verified with flow-monitoring events. The hydrospatial model was simulated to understand the canal behaviour and evaluate the conveyance losses. The results show Nira Left Bank Main canal has average 39.96% water conveyance loss.

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Glovatskii, Oleg, Shavkat Usmanov, Rustam Ergashev, Bekmamat Hamdamov, and Alexander Gazaryan. "Hydrometric flow measurement in water management." E3S Web of Conferences 365 (2023): 03016. http://dx.doi.org/10.1051/e3sconf/202336503016.

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The main problem in the operation of irrigation systems is to ensure the accuracy and reliability of measuring the main hydrometric parameters in managing water resources of irrigation facilities. When operating systems with pumping stations, it becomes necessary to measure a set of technological parameters, which can be divided into the following groups by type: hydraulic parameters (flow rate, fluid pressure, water flow in the channel), parameters of pumping units, linear-angular parameters (channel section length, channel width, gate movement, mixed parameters (clear area, flow depth, wetted perimeter length). Analysis of existing methods and instruments for measuring water flow for the rational use of water resources is used in all areas the volume of water taken from the water intake and supplied to the irrigation network. This task contributes to operational and control of pumping station parameters without hydrometric instruments at the stations themselves. The problem of organizing automated technological accounting of irrigation water at graduated hydraulic structures equipped with gates and operating in a flooded or backwater-variable mode is solved by new hydrometric methods with the integrated use of ultrasonic, acoustic, or float level gauges as part of modern microprocessor devices that convert water level readings at such structures into flow and runoff readings, according to the calibration characteristic each specific building. The article presents the recommended water metering devices for different hydraulic flow regimes and water quality. To speed up the process of measuring water flow in canals with flow rates of 1-10 m3 / s and large facilities of pumping stations with flow rates of 10-200 m3 / s, types of standard weirs, flumes of various profiles, and water measuring nozzles are recommended. According to the working formulas, changes in water flow are determined, taking into account the error of the gauging station and the indicated weirs.

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Hao, Zhenchun, Sichun Chen, Zehua Li, Zhongbo Yu, Quanxi Shao, Fei Yuan, and Fangxin Shi. "Quantitative assessment of the impacts of irrigation on surface water fluxes in the Tarim River, China." Hydrology Research 46, no. 6 (April 13, 2015): 996–1007. http://dx.doi.org/10.2166/nh.2015.215.

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Irrigation is a significant human activity that affects surface water fluxes in the Tarim River Basin. To quantitatively assess the irrigation impact of this activity on surface water fluxes in the Tarim River, a land surface hydrologic model was coupled with a modified irrigation scheme and a reservoir module and applied to simulate these fluxes. Modeling results indicate that the combined effect of the irrigation process and reservoir operation is prominent in the study area, from which 70–75% of the surface water is extracted and used for irrigation. This scenario can primarily be attributed to the significant amount of water losses as a result of evaporation and the seepage of canals and aqueducts. The effective utilization coefficient of the extracted surface water is only approximately 0.40. The irrigation water withdrawals increased with the recent rapid expansion of cultivated land. Therefore, the water flowing into the main stem of the Tarim River still shows a downward trend, despite the significant increase in the total discharge of headwater basins since the 1960s.

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Al-Jassim, Wissam S., and Maysam Th Al-Hadidi. "Impact of Rationing on The Properties of Cement-Treated Gypsum Canals." Association of Arab Universities Journal of Engineering Sciences 27, no. 3 (September 30, 2020): 15–30. http://dx.doi.org/10.33261/jaaru.2020.27.3.003.

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The scarcity of irrigation water requires procedures of specific. One of these procedures is the implementation of the rationing system (a period of the irrigation followed by a period of the dry). This system can have an impact on the properties of irrigation channels. Therefore, the study of rationing system for irrigation channels is important in both water resources and civil engineering, especially if they are constructed with gypseous soil. In order to assess the rationing system on gypseous canals stabilized with a specific ratio of cement, practical experiments were conducted to detect the effect of wetting and drying cycles on the physical and hydraulic behavior of this soil and calculation of some properties of soil such as scouring, grain size and gypsum content of soil at each cycle (10 days wetting and 10 days of drying). Where the gypseous soil with gypsum content 65 % was brought from Lake Sawh-Iraq to the hydraulic laboratory at the University of Baghdad, Physical and chemical tests were carried out according to the standard classification system. The laboratory work includes construction of a laboratory flume with gypseous soil to calculate the scouring of the canal and effect grain size of soil by two methods (the standard sieve analysis and Particle size absorptive test) and also calculate gypsum content at each rationing cycle, where the channel consists of two stages of operation, the one for untreated soil (4 cycles operation) and the other for soil mixed with 10% cement (5 cm of cement mixture above 5cm soil) 4 cycles also. The results show that the rationing cycles reduce the scouring of canal in the case of untreated soil by 56.6% and in the case of treated soil 82%. The rationing system led to course the gradient of soil according to two methods. Also its reduction of the gypsum content in the case of untreated soil by 43% and in the case of treated soil 45.6%. Thus, conclude that the rationing system leads to a positive effect on some properties of gypsum soils and the lining of irrigation channels

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Wells, Martin J., Troy E. Gilmore, Natalie Nelson, Aaron Mittelstet, and John K. Böhlke. "Determination of vadose zone and saturated zone nitrate lag times using long-term groundwater monitoring data and statistical machine learning." Hydrology and Earth System Sciences 25, no. 2 (February 19, 2021): 811–29. http://dx.doi.org/10.5194/hess-25-811-2021.

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Abstract. In this study, we explored the use of statistical machine learning and long-term groundwater nitrate monitoring data to estimate vadose zone and saturated zone lag times in an irrigated alluvial agricultural setting. Unlike most previous statistical machine learning studies that sought to predict groundwater nitrate concentrations within aquifers, the focus of this study was to leverage available groundwater nitrate concentrations and other environmental variables to determine mean regional vertical velocities (transport rates) of water and solutes in the vadose zone and saturated zone (3.50 and 3.75 m yr−1, respectively). The statistical machine learning results are consistent with two primary recharge processes in this western Nebraska aquifer, namely (1) diffuse recharge from irrigation and precipitation across the landscape and (2) focused recharge from leaking irrigation conveyance canals. The vadose zone mean velocity yielded a mean recharge rate (0.46 m yr−1) consistent with previous estimates from groundwater age dating in shallow wells (0.38 m yr−1). The saturated zone mean velocity yielded a recharge rate (1.31 m yr−1) that was more consistent with focused recharge from leaky irrigation canals, as indicated by previous results of groundwater age dating in intermediate-depth wells (1.22 m yr−1). Collectively, the statistical machine learning model results are consistent with previous observations of relatively high water fluxes and short transit times for water and nitrate in the primarily oxic aquifer. Partial dependence plots from the model indicate a sharp threshold in which high groundwater nitrate concentrations are mostly associated with total travel times of 7 years or less, possibly reflecting some combination of recent management practices and a tendency for nitrate concentrations to be higher in diffuse infiltration recharge than in canal leakage water. Limitations to the machine learning approach include the non-uniqueness of different transport rate combinations when comparing model performance and highlight the need to corroborate statistical model results with a robust conceptual model and complementary information such as groundwater age.

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Walsh, Laurence J. "Novel Approaches to Detect and Treat Biofilms within the Root Canals of Teeth: A Review." Antibiotics 9, no. 3 (March 20, 2020): 129. http://dx.doi.org/10.3390/antibiotics9030129.

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Biofilms located within the root canals of teeth are a unique and pressing concern in dentistry and in medical microbiology. These multispecies biofilms, which include fungi as well as bacteria, form in a protected site with low shear stress and low oxygen tension. Systemic antibiotics are of limited value because of the lack of blood flow of the site, and issues with innate and acquired resistance. Physical disruption using hand or rotary powered instruments does not reach all locations in the root canal system where biofilms are present. Alternative strategies including agitated irrigation fluids, continuous chelation, materials with highly alkaline pH, and antimicrobial nanoparticles are being explored to meet the challenge. Detection and quantification of biofilms using fluorescence-based optical methods could provide an indication of successful biofilm removal and an endpoint for physical and chemical treatments.

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Nagpal, Ajay, Pankaj K. Srivastava, Gaurav Setya, Alankrita Chaudhary, and Kuldeep Dhanker. "Assessment of Coronal Leakage of Temporary Restorations in Root Canal-treated Teeth: An in vitro Study." Journal of Contemporary Dental Practice 18, no. 2 (2017): 126–30. http://dx.doi.org/10.5005/jp-journals-10024-2002.

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ABSTRACT Introduction Coronal leakage is one of the constant concerns in routine dental practice. It is one of the factors responsible for the failure of root canal therapy. Permanent restorations should be given as soon as possible after the completion of root canal therapy. If unavoidable, provisional restoration should be given in such a way that it maximally reduced the leakage of microorganisms and fluids from the external environment into the canal space. Hence, we evaluated the effect of saliva on the coronal leakage of temporary restorations. Materials and methods Biomechanical preparation of the root canals of 204 fresh mandibular first premolar teeth was done using endodontic files with intermittent irrigation of sodium hypochlorite solution and ethylenediaminetetraacetic acid. Alternate irrigation with normal saline was done periodically. After preparation, drying of the canals was done using paper points followed by sealing of the apical foramen. For the assessment of the microleakage, Siqueira et al apparatus and method was used. All the specimens were divided into four groups based on the provisional restorative material used. All the groups were further divided into three subgroups based on the presence and absence of intracanal medicaments. Verissimo et al's criteria were used to check the turbidity at 1-, 2-, 3-, and 4-week interval respectively. All the results were analyzed by Statistical Package for the Social Sciences (SPSS) software. Chi-square test was used to measure the level of significance, and p < 0.05 was considered to be significant. Results In group I, all the subgroups’ specimens showed significant difference at 1 week's time. Only the subgroup with no intracanal medicaments in Cavit-containing provisional restoration showed nonsignificant alterations. Statistically significant alterations were seen at 1, 2, and 3 weeks’ interval in all the subgroups except for one with intracanal medicaments. Conclusion All the temporary restorative materials were not able to prevent microleakage after 1 week's time, with worst bacterial resistance shown by Ketac Molar and ionomer restorative material. Future studies are advocated for better prognosis of root canal therapy. How to cite this article Srivastava PK, Nagpal A, Setya G, Kumar S, Chaudhary A, Dhanker K. Assessment of Coronal Leakage of Temporary Restorations in Root Canal-treated Teeth: An in vitro Study. J Contemp Dent Pract 2017;18(2):126-130.

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Shahverdi, Kazem, and Mohammad Javad Monem. "CONSTRUCTION AND EVALUATION OF THE BIVAL AUTOMATIC CONTROL SYSTEM FOR IRRIGATION CANALS IN A LABORATORY FLUME." Irrigation and Drainage 61, no. 2 (July 6, 2011): 201–7. http://dx.doi.org/10.1002/ird.638.

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Braaten, Robert O., and Mark Flaherty. "Salt balances of inland shrimp ponds in Thailand: implications for land and water salinization." Environmental Conservation 28, no. 4 (December 2001): 357–67. http://dx.doi.org/10.1017/s0376892901000388.

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Brackish water ponds for farming black tiger shrimp (Penaeus monodon) have recently proliferated in inland areas of Thailand's central plain, raising concerns about land and water salinization. The environmental impacts of inland shrimp farming were assessed by analysing the salt balance for an inland shrimp farm. Field data on water fluxes and pond salinity, collected from nine ponds in Chachoengsao Province from May–July 1999, were used to model the salt balance for a typical shrimp pond over one growout cycle. During growout, seepage represented 38% (11.5 tonnes crop−1) of salt losses, pond discharge 33% (9.7 tonnes crop−1), and accumulation of salt in pond sediment 6% (1.8 tonnes crop−1). About 23% of the initial salt content remained at harvest and could have been recycled. However, the majority (84% on average) was discharged to the irrigation canals. Much of the salt in pond sediment was also exported to the canal system through tidal flushing of the ponds. Field measurements of salinity were taken in adjacent canals and rice paddies to explore the impacts of salt exports from shrimp ponds. Pond discharge caused increases in canal salinity above levels that would impact on yields of irrigated rice and orchard crops, the main land uses in the region. Elevated soil and water salinity in adjacent rice fields was probably related to lateral seepage from the ponds. The salt budget was also modelled for a zero discharge farming system, promoted by proponents of inland shrimp farming as having few impacts. However, the results suggest that, even in zero discharge ponds, almost half of the initial pond salt content is exported through seepage (45%, 12.4 tonnes crop−1), with another 6% (1.8 tonnes crop−1) deposited in sediments. While techniques exist for mitigating much of the salt leakage, the likelihood of their uptake in Thailand is low. Further expansion of inland shrimp farming in the central plain is therefore likely to contribute substantial salt load to the area's land and water resources.

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Dissertations / Theses on the topic "Irrigation canals and flumes"

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Eftekharzadeh, Shahriar. "Canal side weirs for water delivery to irrigation furrows." Thesis, The University of Arizona, 1985. http://etd.library.arizona.edu/etd/GetFileServlet?file=file:///data1/pdf/etd/azu_e9791_1985_139_sip1_w.pdf&type=application/pdf.

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Vigilar, Gregorio G. "Numerical simulation of an optimal channel cross-section." Thesis, This resource online, 1991. http://scholar.lib.vt.edu/theses/available/etd-11012008-063227/.

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Story, Brian T. "Canal seepage reduction using anionic polyacrylamide field and bench-scale tests /." Laramie, Wyo. : University of Wyoming, 2007. http://proquest.umi.com/pqdweb?did=1317346011&sid=1&Fmt=2&clientId=18949&RQT=309&VName=PQD.

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Whitney, Damian. "Variations in the perceptions of urban canals in Fresno, California." Diss., Columbia, Mo. : University of Missouri-Columbia, 2008. http://hdl.handle.net/10355/5725.

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Thesis (M.A.)--University of Missouri-Columbia, 2008.
The entire dissertation/thesis text is included in the research.pdf file; the official abstract appears in the short.pdf file (which also appears in the research.pdf); a non-technical general description, or public abstract, appears in the public.pdf file. Title from title screen of research.pdf file (viewed on September 19, 2008) Includes bibliographical references.

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Gale, Steven Burton. "Entrainment losses of westslope cutthroat trout into screened and unscreened irrigation canals on Skalkaho Creek, Montana." Thesis, Montana State University, 2005. http://etd.lib.montana.edu/etd/2005/gale/GaleS0805.pdf.

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Bahn, Leslie. "An assessment of losses of native fish to irrigation diversions on selected tributaries of the Bitterroot River, Montana." Thesis, Montana State University, 2007. http://etd.lib.montana.edu/etd/2007/bahn/BahnL1207.pdf.

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Harnish, Ryan Alexander. "Fish screen efficiency and effects of screened and unscreened irrigation canals on the downstream movement of westslope cutthroat trout juveniles in Skalkaho Creek, Montana." Thesis, Montana State University, 2007. http://etd.lib.montana.edu/etd/2007/harnish/HarnishR1207.pdf.

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Carlson, Andrew J. "Watershed scale habitat use and canal entrainment by Bonneville cutthroat trout in the Smiths Fork-Bear River drainage." Laramie, Wyo. : University of Wyoming, 2006. http://proquest.umi.com/pqdweb?did=1273114571&sid=1&Fmt=2&clientId=18949&RQT=309&VName=PQD.

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Amin, Muhammad Anjum. "Predicting the variations in water quality along an irrigation canal in Punjab, Pakistan." Thesis, McGill University, 2002. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=32750.

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The Indus Basin Irrigation System (IBIS) irrigates 16 million ha of land in Pakistan. The irrigation water is also used for domestic consumption in rural areas and where the ground water is brackish. Many major cities and towns dispose their untreated wastewater directly into the irrigation canal network, which ultimately has adverse impacts on the downstream water quality. In order to better understand the water quality variations, several parameters were measured along a 45 km long irrigation canal (Hakra-6R) in Punjab, Pakistan during the year 2000. The parameters measured were: biochemical oxygen demand (BOD), nitrate (NO3), ammonia (NH3), Escherichia coli (E.coli), dissolved oxygen (DO), pH, and water temperature. The PC-QUASAR model was used as predictive tool to simulate the water quality concentrations along the downstream locations of Hakra-6R canal. The measured data were used to validate the PC-QUASAR model. The model efficiencies ranged from 0.40 to 0.96 for selected parameters. A sensitivity analysis showed that the nitrification, denitrification, BOD sedimentation, and BOD algae rate were the most sensitive parameters of model performance. The BOD decay and sediment oxygen rates have negligible influence on model output. Water quality analysis showed that irrigation water was highly contaminated regarding microbiological aspects (E.coli ∼ 4000 N/100ml).

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Millette, Denis. "Reclamation of canal seepage affected land." Thesis, McGill University, 1989. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=59411.

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Deep interceptor drains are commonly used to control canal seepage in southern Alberta, Canada. Recently, shallow grid drainage was introduced. A study was initiated in 1987 to assess the effectiveness of grid drainage to intercept canal and natural groundwater seepage and reclaim the resulting saline affected land.
Using a groundwater flow model, MODFLOW, it was found that a single deep interceptor drain would have failed to intercept all canal seepage and maintain the water table downslope of the canal below the 1.0 m design water table depth. Conversely, simulations indicated that with a grid drainage system, all canal and natural groundwater seepage would be intercepted and the water table would remain below the design water table depth, with or without irrigation recharge that would maintain a steady state salt balance.
The benefits of fall irrigation were demonstrated using three test plots near the canal.

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Books on the topic "Irrigation canals and flumes"

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V, Néstor J. Méndez. Sediment transport in irrigation canals. Rotterdam: Balkema, 1998.

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Li, Haihong. Shi xue shi jiao xia de Hongqi Qu yan jiu. Chengdu: Ba Shu shu she, 2012.

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University, Guru Nanak Dev, and India. Central Water Commission. Evaluation of Water Utilisation Directorate., eds. Agro-economic, socio-economic, and environmental impact study of Sirhind Feeder Canal command area (Punjab): Sarahinda phiḍara nahara kamāna kshetra, Pañjāba kā kr̥shi-ārthika, sāmājika-ārthika evaṃ paryāvaraṇika prabhāva saṁbandhī adhyayana. New Delhi: Evaluation of Water Utilisation Directorate, Central Water Commission, 2000.

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Bodini, Gianni. Antichi sistemi di irrigazione nell'arco alpino: Ru, Bisse, Suonen, Waale. Ivrea (Torino): Priuli & Verlucca, 2002.

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Slagle, Steven E. Irrigation-canal leakage in the Flathead Indian Reservation, northwestern Montana. Helena, Mont: U.S. Geological Survey, 1992.

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Slagle, Steven E. Irrigation-canal leakage in the Flathead Indian Reservation, northwestern Montana. Helena, Mont: U.S. Geological Survey, 1992.

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Slagle, Steven E. Irrigation-canal leakage in the Flathead Indian Reservation, northwestern Montana. Helena, Mont: U.S. Geological Survey, 1992.

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Habib, Zaigham. Hydraulic simulations to evaluate and predict design and operation of the Chashma Right Bank Canal. Lahore: Pakistan National Program, International Water Management Institute, 1999.

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Slagle, Steven E. Irrigation-canal leakage in the Flathead Indian Reservation, northwestern Montana. Helena, Mont: U.S. Geological Survey, 1992.

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Slagle, Steven E. Irrigation-canal leakage in the Flathead Indian Reservation, northwestern Montana. Helena, Mont: U.S. Geological Survey, 1992.

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Book chapters on the topic "Irrigation canals and flumes"

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Murray, Peter. "Irrigation of Root Canals." In A Concise Guide to Endodontic Procedures, 149–61. Berlin, Heidelberg: Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-662-43730-8_7.

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Ukarande, S. K. "Sediment Transport in Alluvial Canals." In Irrigation Engineering and Hydraulic Structures, 280–95. Cham: Springer Nature Switzerland, 2023. http://dx.doi.org/10.1007/978-3-031-33552-5_13.

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Chaube, Umesh Chandra, Ashish Pandey, and Vijay P. Singh. "Maintenance of Canals and Related Structures." In Canal Irrigation Systems in India, 353–87. Cham: Springer Nature Switzerland, 2023. http://dx.doi.org/10.1007/978-3-031-42812-8_15.

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Majumder, Mrinmoy. "Rating Irrigation Canals Using Cognitive Indexes." In Application of Nature Based Algorithm in Natural Resource Management, 219–32. Dordrecht: Springer Netherlands, 2012. http://dx.doi.org/10.1007/978-94-007-5152-1_15.

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Chaube, Umesh Chandra, Ashish Pandey, and Vijay P. Singh. "Measurement of Flow and Sediment in Canals." In Canal Irrigation Systems in India, 223–51. Cham: Springer Nature Switzerland, 2023. http://dx.doi.org/10.1007/978-3-031-42812-8_10.

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Bos, M. G. "Demands placed on a structure in an irrigation and drainage system." In Long-Throated Flumes and Broad-Crested Weirs, 90–118. Dordrecht: Springer Netherlands, 1985. http://dx.doi.org/10.1007/978-94-009-6225-5_5.

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Clemente, Paolo, Manuela Lasagna, Giovanna Antonella Dino, and Domenico Antonio De Luca. "Comparison of Different Methods for Detecting Irrigation Canals Leakage." In Engineering Geology for Society and Territory - Volume 3, 23–26. Cham: Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-09054-2_5.

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Bushara, Ageel I., Younis A. Gismalla, AbdelNassir Osman, Y. Mohamed, Ruaa A. Nasreldeen, and Saeid Eslamian. "Investigating the Working Hydraulic Conditions of Gezira Two Main Canals in Sudan." In Handbook of Irrigation Hydrology and Management, 89–94. Boca Raton: CRC Press, 2023. http://dx.doi.org/10.1201/9781003353928-7.

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Bohaienko, V. O., and V. M. Popov. "Optimization of Operation Regimes of Irrigation Canals Using Genetic Algorithms." In Advances in Intelligent Systems and Computing, 224–33. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-91008-6_23.

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Aguirre, T., I. Misar, J. Moeglen, and N. Daly. "Bituminous geomembranes (BGM) to reduce water losses in irrigation canals." In Geosynthetics: Leading the Way to a Resilient Planet, 1635–42. London: CRC Press, 2023. http://dx.doi.org/10.1201/9781003386889-215.

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Conference papers on the topic "Irrigation canals and flumes"

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Vazquez-Mendez, Miguel E., Lino J. Alvarez-Vazquez, Aurea Martinez, Carmen Rodriguez, and Miguel A. Vilar. "Optimal Control of Sediment in Irrigation Canals." In 2018 23rd International Conference on Methods & Models in Automation & Robotics (MMAR). IEEE, 2018. http://dx.doi.org/10.1109/mmar.2018.8486135.

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van Overloop, P. J., I. J. Miltenburg, A. J. Clemmens, and R. J. Strand. "Identification of Pool Characteristics of Irrigation Canals." In World Environmental and Water Resources Congress 2008. Reston, VA: American Society of Civil Engineers, 2008. http://dx.doi.org/10.1061/40976(316)100.

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Jeffrey Gamey, T., J. Scott Holladay, Richard Lewis, and Dennis Abernathy. "Clay Thickness Mapping For Irrigation Canals Using Airborne Electromagnetics." In 9th EEGS Symposium on the Application of Geophysics to Engineering and Environmental Problems. European Association of Geoscientists & Engineers, 1996. http://dx.doi.org/10.3997/2214-4609-pdb.205.1996_038.

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Gamey, T. Jeffrey, J. Scott Holladay, Richard Lewis, and Dennis Abernathy. "Clay Thickness Mapping for Irrigation Canals Using Airborne Electromagnetics." In Symposium on the Application of Geophysics to Engineering and Environmental Problems 1996. Environment and Engineering Geophysical Society, 1996. http://dx.doi.org/10.4133/1.2922293.

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Jose Luis Arumi, Diego Andres Rivera, and Eduardo A Holzapfel. "Emerging Concepts for Design and Managamenet of Irrigation Canals." In 21st Century Watershed Technology: Improving Water Quality and Environment Conference Proceedings, 29 March - 3 April 2008, Concepcion, Chile. St. Joseph, MI: American Society of Agricultural and Biological Engineers, 2008. http://dx.doi.org/10.13031/2013.24290.

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Nguyen, Lai, Laurent Lefevre, Denis Genon-Catalot, and Youness Lami. "Asynchronous information consensus in distributed control of irrigation canals." In 2016 IEEE 21st International Conference on Emerging Technologies and Factory Automation (ETFA). IEEE, 2016. http://dx.doi.org/10.1109/etfa.2016.7733596.

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Rodriguez, Magalí, and Gerald Müller. "Hydropower Generation From Shallow Supercritical Flows In Irrigation Canals." In Proceedings of the 39th IAHR World Congress From Snow to Sea. Spain: International Association for Hydro-Environment Engineering and Research (IAHR), 2022. http://dx.doi.org/10.3850/iahr-39wc252171192022807.

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Negenborn, Rudy R., Peter-Jules van Overloop, and Bart De Schutter. "Coordinated distributed model predictive reach control of irrigation canals." In 2009 European Control Conference (ECC). IEEE, 2009. http://dx.doi.org/10.23919/ecc.2009.7074605.

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Watt, Jacqui, Shahbaz Khan, and Akhtar Abbas. "Using Electrical Resistivity to Model Channel Seepage from Irrigation Canals." In Symposium on the Application of Geophysics to Engineering and Environmental Problems 2008. Environment and Engineering Geophysical Society, 2008. http://dx.doi.org/10.4133/1.2963262.

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Viezzoli, A., and J. P. Cull. "Induced Polarization Measurements Applied to Irrigation Canals Freshwater Seepage Detection." In Near Surface 2005 - 11th European Meeting of Environmental and Engineering Geophysics. European Association of Geoscientists & Engineers, 2005. http://dx.doi.org/10.3997/2214-4609-pdb.13.b044.

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Reports on the topic "Irrigation canals and flumes"

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Rossi, Martín, Alessandro Maffioli, and María Amelia Gibbons. Money for Wine?: Complementarities in the Provision of Private and Public Goods to Wine Producers. Inter-American Development Bank, April 2016. http://dx.doi.org/10.18235/0011734.

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This paper evaluates the impact of two programs that provide public and private goods, in the form of irrigation canals and materials (such as hail nets). Using a twelve-year panel of wine producers from Mendoza and San Juan, Argentina, we find that the programs have had positive and significant impacts on production and yield. We also find that the programs present important complementarities, in the sense that being exposed to the twointerventions increases the outputs more than the mere sum of the separate interventions.

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Tan, Li, Qiong Liu, Yun Chen, Ya-Qiong Zhao, Jie Zhao, Marie Aimee Dusenge, Yao Feng, et al. Efficacy of sonic activation techniques on tubular dentin sealer penetration：A systematic review and meta-analysis. INPLASY - International Platform of Registered Systematic Review and Meta-analysis Protocols, July 2022. http://dx.doi.org/10.37766/inplasy2022.7.0116.

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Review question / Objective: Is sonic activation techniques more effective than conventional needle irrigation for the tubular dentin sealer penetration. The included study was a randomized controlled trial. Eligibility criteria: A comprehensive search was conducted for all published studies evaluating efficacy of percentage and maximum depth of sealer penetration, following the use of SI and standardized irrigants (NaOCl and EDTA). Because this can hardly be measured clinically, only confocal laser scanning microscopy (CLSM) studies were selected owing to wide use of this methodology for evaluating tubular dentin sealer penetration. The studies using previously filled roots or animal teeth, artificial debris, and plastic blocks, and studies measuring the penetration of tubular dentin sealers in lateral root canals, isthmus, or artificial grooves were excluded to maintain the standardized sample selecting and measuring (Virdee et al. 2018). The search was limited to articles published between January 2000 and June 2022 to ensure conclusions were drawn from contemporary data. There are no language restrictions on filtering articles to ensure the integrity of included data.

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