Relevant bibliographies by topics / Sloping

Academic literature on the topic 'Sloping'

Author: Grafiati
Published: 4 June 2021
Last updated: 20 February 2023

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Journal articles on the topic "Sloping"

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Guo. "A Review of the Hydraulic Transient and Dynamic Behavior of Hydropower Plants with Sloping Ceiling Tailrace Tunnels." Energies 12, no. 17 (August 21, 2019): 3220. http://dx.doi.org/10.3390/en12173220.

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The sloping ceiling tailrace tunnel is a novel tailrace tunnel system for hydropower plants. The design, operation, and maintenance of hydropower plants with sloping ceiling tailrace tunnels are based on the calculation and analysis of hydraulic transients and dynamic behavior. Research achievements have provided guidance and a basis for the safe, stable, and efficient operation of hydropower plants with sloping ceiling tailrace tunnels. Based on research achievements, sloping ceiling tailrace tunnels have been applied to more and more hydropower plants. This review paper gives a systematic literature investigation on the hydraulic transient and dynamic behaviors of hydropower plants with sloping ceiling tailrace tunnels. First, the appearance and development of sloping ceiling tailrace tunnels are stated. Key issues in the hydraulic transient and dynamic behaviors of hydropower plants with sloping ceiling tailrace tunnels are illuminated. Then, research achievements on six issues (i.e., the working principles of sloping ceiling tailrace tunnels, the shape design of sloping ceiling tailrace tunnels, the free surface pressurized flow characteristics in sloping ceiling tailrace tunnels, numerical simulations of transient processes for hydro-turbine governing systems with sloping ceiling tailrace tunnels, the stability of hydro-turbine governing systems with sloping ceiling tailrace tunnels, and the transient process control of hydro-turbine governing systems with sloping ceiling tailrace tunnels) are elaborated. Finally, future research trends are presented. In future research, fluid–solid coupling of the tunnel wall and free surface pressurized flow in sloping ceiling tailrace tunnels is worth studying. For hydropower plants with sloping ceiling tailrace tunnels, a combined operating scheme with thermal power and wind power should be explored.
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Gao, Qingshi, and Zhiyong Liu. "Sloping-and-shaking." Science in China Series E: Technological Sciences 40, no. 3 (June 1997): 225–34. http://dx.doi.org/10.1007/bf02916597.

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Podkaminer, Leon. "Downward-Sloping Aggregate Supply Functions, Upward-Sloping Aggregate Demand Functions." Journal of Post Keynesian Economics 20, no. 2 (December 1997): 301–8. http://dx.doi.org/10.1080/01603477.1997.11490154.

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Sulistiyawati, Arie, and Yanti Cahyati. "Comparison of the Effect of 30° and 90° Sloping Position on Pressure Ulcer Incident on Stroke Patients." Indonesian Journal of Global Health Research 2, no. 1 (March 28, 2020): 73–82. http://dx.doi.org/10.37287/ijghr.v2i1.70.

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Pressure ulcer is a serious problem on stroke patients. The incidence of pressure ulcer has a negative impact on the physical, psychological, social, spiritual and economic burden of the family. One of the efforts to prevent the pressure ulcer is by providing a sleeping position with a 30 ° or 90 ° sloping position. Some hospitals still apply standard operational procedures with a 90 ° sloping position. Therefore, it is important to retest the prevention of pressure ulcer on stroke patients by using both sloping positions. This study aimed to compare the effect of 30 ° and 90 ° sloping position on the incidence of presssure ulcer on stroke patients at Hasan Sadikin Hospital Bandung. This quasi-experimental study involved 34 patients taken using purposive sampling technique which was then divided into groups of 30° and 90° sloping positions (17 respondents each) with the matching was based on the Braden scale. Each group was repositioned every 2 hours and the incidence of pressure ulcer was evaluated every day for 72 hours. The results showed the incidence of pressure ulcer in the 30 ° sloping position group (5.88%) and 90° sloping position (41.18%). Statistical results using exact fisher showed a value of p = 0.039 (<0.05) which means that the incidence of pressure ulcer in the 30° sloping group was significantly less than the result of 90° sloping group. Based on the odds ratio of 11.200, it means that stroke patients who were given a 90° sloping position are at risk 11 times higher risk of pressure ulcer than in stroke patients who were given a 30° sloping position. The conclusion in this study is the incidence of fewer pressure ulcer in a 30 ° sloping position. The results and treatment protocol in this study can be used as one of the considerations in efforts to prevent pressure ulcer, especially in stroke patients. Keywords: pressure ulcer, sloping position, stroke
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Paroha, Abhishek Kumar, and Deepak Kumar Bandewar. "Analysis of Building Constructed on an Inclined Surface Considering Different Parameters of Soil Types." International Journal for Research in Applied Science and Engineering Technology 10, no. 7 (July 31, 2022): 1374–98. http://dx.doi.org/10.22214/ijraset.2022.45471.

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Abstract: This study draws attention on proper planning and construction practices for multi-storied buildings on sloping ground. However, in usual design practice the designers generally ignorethe behavior of the building due to the effect of sloping ground. The evaluation of a G+4 storey RCC structure on varying sloping angles (00 , 150 , 200 , 250 , 300 and 400 ) were studied and also compared with the flat surface. The evaluations of the structure were carried by the software STAAD Pro v8i to study the effect of slopes on building performance. The evaluation was done to figure out the effect of sloping ground on the forces applied on the structure. Soil interaction must be suitably believed from design point of view. The Research work triesto find the truth about the earthquake-related behavior of multi storey structures on sloping angles thinking about soil-structure interaction. The horizontal reactions, bending moment in footings and axial force, bending moment in columns were critically studied to put the effectsof different sloping ground. It has been followed that the footing columns of lower height attract more forces, because ofa big increase in their stiffness, which in turn increases the horizontal forces and bending moment. So, the section of these columns should be designed for changed forces due to the effect of sloping ground. It draws attention to the need for proper analysis and designing of the structure resting on sloping surface. Overall movement of the structure with respect to different sloping ground setups is also carefully studied.
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Yao, Xiaowei, Ting Luo, Yingjun Xu, Wanxu Chen, and Jie Zeng. "Prediction of Spatiotemporal Changes in Sloping Cropland in the Middle Reaches of the Yangtze River Region under Different Scenarios." International Journal of Environmental Research and Public Health 20, no. 1 (December 23, 2022): 182. http://dx.doi.org/10.3390/ijerph20010182.

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With the rapid urban expansion and extensive occupation of cropland, sloping cropland has become an important cropland resource across China. How sloping cropland will change under different socioeconomic scenarios is poorly understood. Therefore, we modeled land-cover change using SSP-RCP multi-scenario simulations and analyzed the evolution and driving factors of sloping cropland change in the middle reaches of the Yangtze River Region (MRYRR). The results indicate the following: In the past twenty years, the cropland and sloping cropland areas in this region declined but the proportion of sloping cropland in total area has been increasing. The average slope of sloping cropland has increased from 7.95° to 8.28°. By 2035, the sloping cropland and total cropland areas will continue to decrease according to the current trend (SSP2-4.5). The average slope will increase maximally to 8.63° under the SSP4-3.4 scenario and minimally to 8.45° under the SSP4-6.0 scenario. Under SSP4-3.4, the extent of slope increase will exceed that in 2005–2010, when regional cropland slope showed the strongest increase in the past. Among 14 social, economic, and ecological factors, average annual precipitation and GDP contributed the most to the change in sloping cropland. This study provides support for decision-making in sustainable land resource allocation to balance urban expansion and cropland conservation.
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Sayers, William. "Claen Temair: Sloping Tara." Mankind Quarterly 32, no. 3 (1992): 242–60. http://dx.doi.org/10.46469/mq.1992.32.3.4.

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Ibuki, Toshihiko, Koichi Amaha, Takeshi Shibuya, Tamaki Kida, Noritoshi Sumida, Hidehiko Inoue, Yoshiyuki Abe, et al. "Tillage on Sloping Pastures." Japanese Journal of Farm Work Research 51, no. 3 (2016): 109–17. http://dx.doi.org/10.4035/jsfwr.51.109.

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Keller, Robert J. "Sloping Crest Crump Weir." Journal of Irrigation and Drainage Engineering 115, no. 2 (April 1989): 231–38. http://dx.doi.org/10.1061/(asce)0733-9437(1989)115:2(231).

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Xiao, Meijia, Qingwen Zhang, Liqin Qu, Hafiz Hussain, Yuequn Dong, and Li Zheng. "Spatiotemporal Changes and the Driving Forces of Sloping Farmland Areas in the Sichuan Region." Sustainability 11, no. 3 (February 11, 2019): 906. http://dx.doi.org/10.3390/su11030906.

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Sloping farmland is an essential type of the farmland resource in China. In the Sichuan province, livelihood security and social development are particularly sensitive to changes in the sloping farmland, due to the region’s large portion of hilly territory and its over-dense population. In this study, we focused on spatiotemporal change of the sloping farmland and its driving forces in the Sichuan province. Sloping farmland areas were extracted from geographic data from digital elevation model (DEM) and land use maps, and the driving forces of the spatiotemporal change were analyzed using a principal component analysis (PCA). The results indicated that, from 2000 to 2015, sloping farmland decreased by 3263 km2 in the Sichuan province. The area of gently sloping farmland (<10°) decreased dramatically by 1467 km2, especially in the capital city, Chengdu, and its surrounding areas. However, the steep sloping farmland (>25°) decreased by 302 km2, and was still the largest portion of total farmland in the area. The PCA analysis indicated that the main driving forces behind the changes were social and economic factors. The influence of agricultural intensification factors, such as the multiple cropping index and sown areas of crops, was relatively weak. Given the decrease in the overall slope cultivated area and the increased portion of moderately steep slope land (10–25°) in the cultivated area, special attention should be paid to the scientific conservation of sloping farmland during rapid social and economic development.
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Dissertations / Theses on the topic "Sloping"

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LaCasce, Joseph H. 1964. "Baroclinic vortices over a sloping bottom." Thesis, Massachusetts Institute of Technology, 1996. http://hdl.handle.net/1721.1/54422.

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Thesis (Ph. D.)--Massachusetts Institute of Technology, Dept. of Earth, Atmospheric, and Planetary Sciences, 1996.
Includes bibliographical references (p. 212-220).
by Joseph H. LaCasce, Jr.
Ph.D.
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Sipahi, Sabri Ozgur. "Calibration Of A Grate On Sloping Channel." Master's thesis, METU, 2006. http://etd.lib.metu.edu.tr/upload/12607889/index.pdf.

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In this study a setup is designed and constructed in the Hydromechanics Laboratory of Middle East Technical University in order to observe the flow through grate inlets under different flow and geometry conditions. The rate of interception of flow is determined over a rectangular channel through preliminary experiments run on the tilting flume. The performance of the new set setup has been examined and grate efficiency is obtained both in terms of longitudinal slope and the Froude number. The results which are obtained show that the setup can be used to conduct experiments to obtain a general expression for grate efficiency.
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Prinz, Joachim. "Why are wages upward sloping with tenure? /." München [u.a.] : Hampp, 2004. http://www.gbv.de/dms/zbw/389990906.pdf.

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Evans, Darren. "Swash on steep and gently-sloping beaches." Thesis, Loughborough University, 2004. https://dspace.lboro.ac.uk/2134/12664.

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In the last twenty years, the importance of sediment transport in the swash zone has been established. The disproportionately high sediment transport rates in this region make its inclusion in general nearshore models vital. As part of this U.K. Natural Environmental Research Council project (grant number: NERlA/S/1999/00144), high frequency (8 Hz) measurements were made of the water depth and vertical variations in suspended sediment concentration and water velocity, using state-of-the-art instrumentation. Further measurements included nearshore and offshore wave conditions, tidal elevations, wave run-up limits, groundwater variations, sediment grain size distributions, beach slopes and changes in morphology at time-scales from minutes to weeks. Fieldwork was carried out on a gently-sloping (tan p - 0.03; d50 ~ 0.27 mm) and steep beach (tan p - 0.09; d50 ~ 0.55 mm). Both experience similar wave climates which allows a direct comparison between hydrodynamics and sediment transport in the swash zone.
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Benthuysen, Jessica A. "Linear and nonlinear stratified spindown over sloping topography." Thesis, Massachusetts Institute of Technology, 2010. http://hdl.handle.net/1721.1/59740.

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Thesis (Ph. D.)--Joint Program in Oceanography/Applied Ocean Science and Engineering (Massachusetts Institute of Technology, Dept. of Earth, Atmospheric, and Planetary Sciences; and the Woods Hole Oceanographic Institution), 2010.
Cataloged from PDF version of thesis.
Includes bibliographical references (p. 199-205).
In a stratified rotating fluid, frictionally driven circulations couple with the buoyancy field over sloping topography. Analytical and numerical methods are used to quantify the impact of this coupling on the vertical circulation, spindown of geostrophic flows, and the formation of a shelfbreak jet. Over a stratified. slope, linear spindown of a geostrophic along-isobath flow induces cross-isobath Ekman flows. Ekman advection of buoyancy weakens the vertical circulation and slows spindown. Upslope (downslope) Ekman flows tend to inject (remove) potential vorticity into (from) the ocean. Momentum advection and nonlinear buoyancy advection are examined in setting asymmetries in the vertical circulation and the vertical relative vorticity field. During nonlinear homogeneous spindown over a flat bottom, momentum advection weakens Ekman pumping and strengthens Ekman suction, while cyclonic vorticity decays faster than anticyclonic vorticity. During nonlinear stratified spindown over a slope, nonlinear advection of buoyancy enhances the asymmetry in Ekman pumping and suction, whereas anticyclonic vorticity can decay faster than cyclonic vorticity outside of the boundary layers. During the adjustment of a spatially uniform geostrophic current over a shelfbreak, coupling between the Ekman flow and the buoyancy field generates Ekman pumping near the shelfbreak, which leads to the formation of a jet. Scalings are presented for the upwelling strength, the length scale over which it occurs, and the timescale for jet formation. The results are applied to the Middle Atlantic Bight shelfbreak.
by Jessica A. Benthuysen.
Ph.D.
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Bastin, Mark E. "Baroclinic waves in containers with sloping end walls." Thesis, University of Oxford, 1993. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.670276.

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Escurra, Jorge Jose. "Optimal Irrigation Management for Sloping Blocked-End Borders." DigitalCommons@USU, 2008. https://digitalcommons.usu.edu/etd/214.

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A robust mathematical model of one-dimensional flow for sloping, blocked-end border irrigation was developed using the four-point implicit method to solve the Saint-Venant equations, the volume-balance solution method, and the implementation of new algorithms to avoid numerical instability and solution divergence. The model has the capability of successfully simulating all surface irrigation phases in blocked-end borders for a range of inflow rates (0.01 - 0.05 m3/s per m), longitudinal slopes (up to 1.00%), and border lengths (100 - 500 m). To achieve numerical stability over the specified parameter ranges, the model was divided into three parts: (1) advance-phase simulation which uses the four-point implicit solution method of the Saint-Venant equations, with an algorithm that changes the spatial and temporal weighting, in addition to an algorithm that handles the water depth profile at the blocked-end downstream boundary upon completion of the advance phase; (2) simultaneous advance-recession-phase calculations using a hybrid algorithm to solve the governing equations; and (3) recession-phase simulation using the four-point implicit method until (and if) divergence occurs, then the volume-method is applied to complete the simulation. The three parts also involve the use of computational grid management algorithms and a parabolic equation which defines the Chezy coefficient as a function of water depth. The model incorporates the downhill simplex optimization method to determine the recommended inflow rate and irrigation cutoff time, maximizing a composite irrigation efficiency (water requirement efficiency and application efficiency). Different optimum values of inflow rate and irrigation cutoff time for a range of longitudinal slopes, border lengths, and soil types were generated. Most of the optimum values are for relatively high inflow rate and rapid cutoff time. In addition, exponential relations were developed, based on the simulation results, to determine the best irrigation time for maximization of the composite irrigation efficiency for specified, non-optimal inflow rates. The exponential relations are particularly useful in practice when it is not feasible to use the optimum inflow rate due to constraints at the water source, or because of irrigation scheduling issues.
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Wadi, Amer. "Flexible culverts in sloping terrain : Research advances and application." Licentiate thesis, KTH, Bro- och stålbyggnad, 2015. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-177903.

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Although the construction of flexible culverts involves simplicity in comparison to similar concrete structures, the complexity of the beneficial interaction between soil and steel materials requires good understanding for their composite action and performance. Current design methods have certain validity limitations with regard to applicable slopes above the structures. Given the short construction time of flexible culverts, there is an urge to explore the feasibility and the constructability of such as cost-effective structures in sloping terrain, where they may function as an avalanche protection structure for a given road, a culvert under a ski slope, or even as a protection canopy for tunnel entrances. This report compiles the efforts carried out toward gaining knowledge about the different factors that may affect the behaviour of flexible culverts in sloping environment. The report includes an extended summary of the investigation, which is mainly presented in two appended papers. The study involved numerical simulation of three case studies to investigate their performances with regard to soil loading and avalanche loads as well. The height of cover, surface slope intensity, slope stability, soil support conditions, and avalanche proximity, were studied and discussed. The study results allowed realizing the susceptibility of flexible culverts to low heights of soil cover when built in sloping terrain, which is reflected in the deformation response and the incremental change in sectional forces, especially the bending moments. It is also found that increasing the depth of soil cover may feasibly improve the structural performance under asymmetrical soil loading and avalanche loads, where it subsequently help in reducing the bending moments in the wall conduit. The presence of a flexible culvert may affect adversely the soil stability in sloping terrain and thus need to be addressed in design. Furthermore, the flexural response of a flexible culvert is directly influenced by the soil support configuration at the downhill side of the structure. In addition, the report also attempts to highlight some general guidelines about the design aspects of flexible culverts in sloping terrain, and seeks to reflect some of the findings on the design methodology for flexible culverts used in Sweden.

QC 20151130

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Mzava, Philip G. "Groundwater elevation estimation model in the sloping Ogallala aquifer." Thesis, Kansas State University, 2010. http://hdl.handle.net/2097/4378.

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Master of Science
Department of Civil Engineering
David R. Steward
A one-dimensional model was developed to study the flow of groundwater in the sloping Ogallala Aquifer at a steady state during predevelopment condition. The sloping base was approximated using a stepping base model. GIS applications were applied during data collection and preparation, and later during interpretation of model results. Analytical and numerical methods were employed in the development of this model which was used to try to understand long-term water balance in the study region. The conservation of mass was achieved by balancing groundwater input, output, and storage; this led to understanding the interactions of groundwater and surface water in the predevelopment conditions. The study resulted in identification of where natural discharge from groundwater to surface water occurred, and the quantity of these flows was obtained. The Ogallala Aquifer is thick in the south western part of Kansas, this region had an average saturated thickness of 100m during predevelopment conditions. The model found that groundwater flowed at a discharge per width of approximately 17 m[superscript]2/d in this region. The aquifer thickness tends to gradually decrease from west to east and from south to north. The northern part had an average saturated thickness of 40m during predevelopment conditions; the model found that groundwater flowed at a discharge per width of approximately 3 m[superscript]2/d in this region. It was also found that groundwater leaves the Ogallala Aquifer on the eastern side with discharge per width between 0-3 m[superscript]2/d. The discharge from groundwater to surface water was summed over contributing areas to river basins. The discharge to streams necessary to satisfy long-term conservation of mass computed by the model showed that Cimarron River has total baseflow of about 5.5 m[superscript]3/s; this was found to be almost 100% of the total streamflow recorded during predevelopment conditions. The Arkansas River was found to have total baseflow of about 0.97 m[superscript]3/s, which is approximately 14.3% of the total streamflow recorded during predevelopment conditions. The Smoky Hill River was found to have total baseflow of about 1.7 m[superscript]3/s, which is approximately 73.9% of the total streamflow recorded during predevelopment conditions. The Solomon River was found to have total baseflow of about 0.95 m[superscript]3/s, which is approximately 41.1% of the total streamflow recorded during predevelopment conditions. The Saline River was found to have total baseflow of about 0.25 m[superscript]3/s, which is approximately 62.5% of the total streamflow recorded during predevelopment conditions. The Republican and Pawnee River was found to have total baseflow of about 0.38 m[superscript]3/s and 0.22 m[superscript]3/s, which is approximately 18.5% and 12.6% of the total streamflow in the predevelopment conditions respectively. The model was found to be always within -16 to +12 meters between observed values and the model results, with an average value of 0.15m and a root mean square error of 1.98m. Results from this study can be used to advance this study to the next level by making a transient model that could be used as a predictive tool for groundwater response to water use in the study region.
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Boegman, Leon. "The degeneration of internal waves in lakes with sloping topography." University of Western Australia. Centre for Water Research, 2004. http://theses.library.uwa.edu.au/adt-WU2005.0043.

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[Truncated abstract] Observations are presented from Lake Biwa (Japan) and Lake Kinneret (Israel) showing the ubiquitous and often periodic nature of high-frequency internal waves in large stratified lakes. In both lakes, high-frequency wave events were observed within two distinct categories: (1) Vertical mode one solitary waves with wavelength ˜100-500 m and frequency near 103 Hz and (2) sinusoidal vertical mode one waves with wavelength ˜5-30 m and frequency just below the local maximum buoyancy frequency near 102 Hz. The sinusoidal waves were associated with shear instability and were shown to dissipate their energy sporadically within the lake interior. Conversely, the solitary waves were found to be capable of propagating to the lake perimeter where they may break upon sloping topography, each releasing ˜1% of the total basin-scale internal wave energy to the benthic boundary layer.
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Books on the topic "Sloping"

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Magazine', 'Sunset. Sloping lots. Menlo Park, Calif: Sunset Pub. Corp., 1994.

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The sloping experience. London: Sceptre, 1999.

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Carlson, E. J. Drainage from sloping land using oblique drains. Denver, Colo: Hydraulics Branch, Division of Research and Laboratory Services, Engineering and Research Center, U.S. Dept. of the Interior, Bureau of Reclamation, 1987.

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author, Bailey Gerry 1945, and Spoor Mike illustrator, eds. Sloping up and down: The inclined plane. St. Catharines, Ontario: Crabtree Publishing Company, 2013.

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I walked the sloping hills: A memoir. Durham, North Carolina: Stovepipe Publishing, 2010.

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Littlefair, P. J. Solar dazzle reflected from sloping glazed facades. Garston: Building Research Establishment, 1987.

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Christensen, B. A. Initiation of erosion on sloping cohesionless soil surfaces. Lexington, KY: Office of Engineering Services, College of Engineering, University of Kentucky, 1988.

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Shaver, N. C. Construction of leach pads on steeply sloping ground. Litteton, CO: Society of Mining Engineers, Inc, 1987.

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Ruslanjari, Dina. The sustainable farming development on sloping volcano mountain. [Yogyakarta: Graduate School, Gadjah Mada University, 2009.

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Storey, P. J. The conservation and improvement of sloping land: A manual of soil and water conservation and soil improvement on sloping land. Enfield, NH: Science Publishers, 2002.

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Book chapters on the topic "Sloping"

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Hager, Willi H. "Sloping Jump." In Energy Dissipators and Hydraulic Jump, 41–52. Dordrecht: Springer Netherlands, 1992. http://dx.doi.org/10.1007/978-94-015-8048-9_3.

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Lewy, Hans. "Water Waves on Sloping Beaches." In Hans Lewy Selecta, 236–74. Boston, MA: Birkhäuser Boston, 2002. http://dx.doi.org/10.1007/978-1-4612-2080-0_21.

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Walker, John, and Joseph Awange. "Earthworks on a Sloping Site." In Surveying for Civil and Mine Engineers, 171–210. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-45803-4_9.

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Lu, Wenjun. "Sloping Structure–Level Ice Interactions." In Encyclopedia of Ocean Engineering, 1–8. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-10-6963-5_122-1.

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Lu, Wenjun. "Sloping Structure: Floe Ice Interactions." In Encyclopedia of Ocean Engineering, 1–10. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-10-6963-5_123-1.

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Lu, Wenjun. "Sloping Structure: Floe Ice Interactions." In Encyclopedia of Ocean Engineering, 1736–45. Singapore: Springer Nature Singapore, 2022. http://dx.doi.org/10.1007/978-981-10-6946-8_123.

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Lu, Wenjun. "Sloping Structure–Level Ice Interactions." In Encyclopedia of Ocean Engineering, 1745–52. Singapore: Springer Nature Singapore, 2022. http://dx.doi.org/10.1007/978-981-10-6946-8_122.

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Ren, Diandong. "Ecosystem of Sloping Terrain, Soil, and Vegetation." In Storm-triggered Landslides in Warmer Climates, 9–16. Cham: Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-08518-0_2.

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Gilbert, Robert P., Miao Ou, and Yongzhi S. Xu. "The Seamount on a Sloping Seabed Problem." In Differential Equations and Nonlinear Mechanics, 101–12. Boston, MA: Springer US, 2001. http://dx.doi.org/10.1007/978-1-4613-0277-3_9.

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Rouwendal, Jan. "Close Substitutes and Upward-Sloping Demand Curves." In Lecture Notes in Economics and Mathematical Systems, 143–59. Berlin, Heidelberg: Springer Berlin Heidelberg, 2011. http://dx.doi.org/10.1007/978-3-642-21777-7_11.

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Conference papers on the topic "Sloping"

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L. Liner, C., R. Gobeli, and W. D. Underwood. "Sloping event DMO amplitude." In 58th EAEG Meeting. Netherlands: EAGE Publications BV, 1996. http://dx.doi.org/10.3997/2214-4609.201408884.

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Erwina, N., and S. R. Pudjaprasetya. "Reflection wave on sloping beach." In 4TH INTERNATIONAL CONFERENCE ON MATHEMATICS AND NATURAL SCIENCES (ICMNS 2012): Science for Health, Food and Sustainable Energy. AIP Publishing LLC, 2014. http://dx.doi.org/10.1063/1.4868841.

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Kharaghani, S., and J. J. Lee. "Wave Interaction with Moored Sloping Breakwater." In 20th International Conference on Coastal Engineering. New York, NY: American Society of Civil Engineers, 1987. http://dx.doi.org/10.1061/9780872626003.188.

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Muttray, Markus, and Hocine Oumeraci. "WAVE TRANSFORMATION AT SLOPING PERFORATED WALLS." In Proceedings of the 28th International Conference. World Scientific Publishing Company, 2003. http://dx.doi.org/10.1142/9789812791306_0171.

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Khomenko, R., O. Kruglov, V. Solovey, and A. Sukhorada. "On the origin of sloping soils." In 15th International Conference Monitoring of Geological Processes and Ecological Condition of the Environment. European Association of Geoscientists & Engineers, 2021. http://dx.doi.org/10.3997/2214-4609.20215k2063.

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Hassab, M. A., I. A. Tag, and W. A. Kamal. "Performance of Solar Ponds with Sloping Walls." In 22nd Intersociety Energy Conversion Engineering Conference. Reston, Virginia: American Institute of Aeronautics and Astronautics, 1987. http://dx.doi.org/10.2514/6.1987-9332.

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Murakami, Hitoshi, Sadahiko Itoh, Yoshihiko Hosoi, and Yoshiyuki Sawamura. "Wave Induced Flow around Submerged Sloping Plates." In 24th International Conference on Coastal Engineering. New York, NY: American Society of Civil Engineers, 1995. http://dx.doi.org/10.1061/9780784400890.106.

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Izumiya, Takashi, and Masahiko Isobe. "Breaking Criterion on Non-Uniformly Sloping Beach." In 20th International Conference on Coastal Engineering. New York, NY: American Society of Civil Engineers, 1987. http://dx.doi.org/10.1061/9780872626003.025.

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Swart, D. H., and J. B. Crowley. "Generalized Wave Theory for a Sloping Bed." In 21st International Conference on Coastal Engineering. New York, NY: American Society of Civil Engineers, 1989. http://dx.doi.org/10.1061/9780872626874.013.

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Grilli, Stéphan T., and A. Svendsen. "Long Wave Interaction with Steeply Sloping Structures." In 22nd International Conference on Coastal Engineering. New York, NY: American Society of Civil Engineers, 1991. http://dx.doi.org/10.1061/9780872627765.092.

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Reports on the topic "Sloping"

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Gregg, Michael C., and Parker MacCready. Stratified Flow over Rough, Sloping Topography. Fort Belvoir, VA: Defense Technical Information Center, September 1999. http://dx.doi.org/10.21236/ada629721.

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Legg, Sonya A. Mixing by Tidal Interaction With Sloping Boundaries. Fort Belvoir, VA: Defense Technical Information Center, March 2003. http://dx.doi.org/10.21236/ada412650.

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Legg, Sonya. Mixing by Tidal Interaction with Sloping Boundaries. Fort Belvoir, VA: Defense Technical Information Center, August 2002. http://dx.doi.org/10.21236/ada626400.

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Garrett, Chris. Processes at Sloping Boundaries in the Coastal Ocean. Fort Belvoir, VA: Defense Technical Information Center, September 1997. http://dx.doi.org/10.21236/ada629412.

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Chapman, David C., and Steven J. Lentz. Three-dimensional Adjustment of Stratified Flow over a Sloping Bottom. Fort Belvoir, VA: Defense Technical Information Center, September 1997. http://dx.doi.org/10.21236/ada628667.

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Kloosterziel, Rudolf C. Three-Dimensional Scattering of Internal Waves Off a Uniformly Sloping Bottom. Fort Belvoir, VA: Defense Technical Information Center, September 2001. http://dx.doi.org/10.21236/ada624739.

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Filley, T. H. Phreatic flow on sloping soil layers from a finite source: An analytical solution. Office of Scientific and Technical Information (OSTI), September 1991. http://dx.doi.org/10.2172/5073990.

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Garzon, M., D. Adalsteinsson, L. Gray, and J. A. Sethian. Wave breaking over sloping beaches using a coupled boundary integral-level set method. Office of Scientific and Technical Information (OSTI), December 2003. http://dx.doi.org/10.2172/840733.

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Pruess, Karsten. Numerical simulation experiments on the long-term evolution of a CO2 plume under a sloping caprock. Office of Scientific and Technical Information (OSTI), August 2009. http://dx.doi.org/10.2172/973522.

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Borjas, George. The Labor Demand Curve is Downward Sloping: Reexamining the Impact of Immigration on the Labor Market. Cambridge, MA: National Bureau of Economic Research, June 2003. http://dx.doi.org/10.3386/w9755.

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