Volume-1 ~ Issue-5
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Abstract: A laboratory experiment entitled "Flow Characteristics of Semi Circular Contraction Critical Flow Flumes for Low Discharges under Different Submergence Conditions" was conducted in a hydraulic flume with motorized bed slope alteration facility at the Hydraulics laboratory, College of Agricultural Engineering, Bapatla, India to study the effect of percentage of contraction and submergence on flow characteristics like critical depth, location of critical depth, accuracy of measurement and total quantity of material used etc. The experiment consisted of three different contractions (20%, 40% and 60%) tested with three different discharges (10 ls-1, 14 ls-1 and 18 ls-1) and four submergence levels (60%, 70%, 80% and 90%). Dimensional analyses were performed and end depth, throat width and discharge relationships were arrived. The discharges arrived conventionally based on critical depth and through equations derived through dimensional analysis were compared and presented. The deviation of discharge under free flow conditions depicted from Eq. a and Eq. b are within the range of ± 5% of actual discharge for all flumes. A single measurement of end depth in semi circular contraction critical flow flumes can be used for discharge computation in open channels, if the submergence conditions are below 80% in general. Semi circular contraction critical flow flumes can be used for discharge measurement in open channels with best accuracy of ± 5% equations developed.
[1] W. H. Hager, Modified venturi channel. Journal of Irrigation and Drainage Engineering, ASCE, 111(1), 1985, 19-35.
[2] W. H. Hager, Modified trapezoidal venturi channel. Journal of Irrigation and Drainage Engineering, ASCE, 112(3), 1986, 225-241.
[3] W. H. Hager, Mobile flume for circular channel. Journal of Irrigation and Drainage Engineering, ASCE, 114(3), 1988, 520-534.
[4] Z. Samani, S. Jorat, and M. Yousaf. Hydraulic characteristics of circular flume. Journal of Irrigation and Drainage, ASCE, 117(4), 1991, 558-566.
[5] Replogle, J. A. and A. J. Clemmens. Measuring flumes of simplified constructions. Transactions of ASAE, 24(2), 1981, 366-374.
[6] Samani, Z., and H. Magallnez, Simple flume for flow measurement in open channel. Journal of Irrigation and Drainage, ASCE, 126(2), 2000, 127-129.
[2] W. H. Hager, Modified trapezoidal venturi channel. Journal of Irrigation and Drainage Engineering, ASCE, 112(3), 1986, 225-241.
[3] W. H. Hager, Mobile flume for circular channel. Journal of Irrigation and Drainage Engineering, ASCE, 114(3), 1988, 520-534.
[4] Z. Samani, S. Jorat, and M. Yousaf. Hydraulic characteristics of circular flume. Journal of Irrigation and Drainage, ASCE, 117(4), 1991, 558-566.
[5] Replogle, J. A. and A. J. Clemmens. Measuring flumes of simplified constructions. Transactions of ASAE, 24(2), 1981, 366-374.
[6] Samani, Z., and H. Magallnez, Simple flume for flow measurement in open channel. Journal of Irrigation and Drainage, ASCE, 126(2), 2000, 127-129.
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Paper Type | : | Research Paper |
Title | : | Modal Analysis of Vertical Wind Turbine's Frame and Impeller |
Country | : | India |
Authors | : | Rajivranjan Tiwari, Aseem Chandra Tiwari |
: | 10.9790/1684-0150811 |
Abstract: Increasing demand in energy facilitated the need of clean energy such as wind energy.In thisproject modal analysis has been used to determine the natural frequencies and the mode shapesof frame and impeller of vertical axis wind turbine with impeller. FEA consists of a computer model of a material. Analyzed for specific results. FEA uses a complex system of points called nodes which make a grid called a mesh. Nodes are assigned at a certain density throughout the material depending on the anticipated stress levels of a particular area. Regions which will receive large amounts of stress usually have a higher node density than those which experience little or no stress. Points of interest may consist of: fracture point of previously tested material, fillets, corners, complex detail, and high stress areas. The mesh acts like a spider web in that from each node, there extends a mesh element to each of the adjacent nodes. This web of vectors is what carries the material properties to the object, creating many elements. The natural frequencies originating from the FE-modelingand the modal analysis, respectively, are observed. Comparing the mode shapesgood agreement has been demonstrated for the dominating deflectiondirection. For the non-dominating deflection directions, the qualitative featuresof measured and computed modes shapes are in good agreement.
Key words: Free vibration, Finite Element Method, Frame, Impeller.
Key words: Free vibration, Finite Element Method, Frame, Impeller.
[1]. Applied Modal Analysis of Wind Turbine Blades by HenrikBroen Pedersen, Ole Jesper Dahl KristensenRisø National Laboratory, Roskilde (Risø-R-1388(EN) DenmarkFebruary 2003
[2]. D. J. Ewins: Modal Testing: Theory, Practice and Application
[3]. Forward curved centrifugal TABLOCK Blower Wheels( for dimension of impeller)
[4]. kjnAluminiumProfile & Accessories. [cited 2010 September 18]; Available from: http://www.aluminium-profile.co.uk.
[5]. C.F.Beards, Engineering Vibration Analysis with Application to Control Systems.
[2]. D. J. Ewins: Modal Testing: Theory, Practice and Application
[3]. Forward curved centrifugal TABLOCK Blower Wheels( for dimension of impeller)
[4]. kjnAluminiumProfile & Accessories. [cited 2010 September 18]; Available from: http://www.aluminium-profile.co.uk.
[5]. C.F.Beards, Engineering Vibration Analysis with Application to Control Systems.
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Abstract : Transverse roadway strips (TRS) are a common approach used by the local authorities in Malaysia for the purpose of road safety on rural roadway. However, there were complaints made by residents about the excessive noise pollution produced by TRS. The objective of this study was to evaluate the external noise produced by the application of TRS, to evaluate and to anticipate the annoyance response due to installation of TRS. The investigations were carried out through the changes of noise level indices, estimation of the annoyance response using the traffic noise index (TNI) and anticipation of resisident response anoyance. Measurements of the external noise level produced by the TRS were taken for two hours at two location with and without TRS. Results showed that TRS increased the equivalent noise level, LAeq1hour, L101hour and L901hour by as much as 14 dB(A), 16 dB(A) and 9 dB(A) respectively. TNI values also increased as much by as 42% and exceeded the suggested value for planning purposes of 74 dB (A) for 3% annoyance from the social surveys. This investigation shows that TRS noise has a very strong impact on the community and this was the reason behind the complaints made by people living in study area.
Keywords: Noise pollution, Traffic noise, traffic noise index, Transverse rumble strips, traffic safety,
Keywords: Noise pollution, Traffic noise, traffic noise index, Transverse rumble strips, traffic safety,
[1] Ouis, D. (2001) Annoyance from road traffic noise: a review. Environmental Psychology, 101-120.
[2] Pirrera, S., Valck, E. D. & Cluydts, R. (2010) Nocturnal road traffic noise: A review on its assessment and consequences on sleep and health. Environment International, 36, 492–498.
[3] Boer, E. D. & Schroten, A. (2007) Traffic Noise Reduction in Europe. Delft, CE Delft.
[4] Fyhri, A. & Klaeboe, R. (2008) Road traffic noise, sensitivity, annoyance and self-reported health - A structural equation model exercise. Environmental International, 35, 91-97.
[5] Bendtsen, H., Haberl, J., Sandberg, U. & Watts, G. (2004) Traffic management and noise reducing pavements. Recommendations on additional noise reducing measures. SILVIA Deliverable 12, European Commission DG Tren- Growth.
[6] Road Engineering Association of Malaysia (2004). REAM-GL8/2004. Guidelines on Traffic Control and Management Devices. Malaysia, REAM.
[7] Van Berkel, C. (2009) Use of transverse rumble strips in rural areas (PW09031). Hamilton, Canada, Public Works Department
[8] Miska, E. (2009) Transverse Rumble Strips (TRS). Chief Traffic, Electrical, Highway Safety and Geometric Engineer.
[9] Jamrah, A., Al-Omari, A. & Sharabi, R. (2006) Evaluation of Traffic Noise Pollution in Amman, Jordan. Environmental Monitoring and Assessment, 120, 499–525.
[10] Davis, M. L. and Masten, S. J. (2004) Principles of Environmental Engineering and Science. McGraw-Hill.
[11] Georgiadou, E., Kourtidis, K. and Ziomas, I. (2004) Exploratory traffic noise measurements at five main streets of Thessaloniki, Greece. Global NEST: the International Journal, 6(1), 53–61.
[12] O'Cinneide, D. (1997) Noise pollution. In: Kiely, G. (ed.) Environmental Engineering. McGraw-Hill.
[13] Salter, R. J. and Hothersal, D. C. (1977) Transport and Environment. London, Granada Publishing.
[14] Langdon, F. J. and Scholes, W. E. (1968) The traffic noise index: A method of controlling noise nuisance. Building Research, Current Papers, 38168, 2–3.
[15] Department of Environment, Malaysia (2004) Planning Guidelines for Environmental Noise Limits and Control (2004). Malaysia, DOE.
[2] Pirrera, S., Valck, E. D. & Cluydts, R. (2010) Nocturnal road traffic noise: A review on its assessment and consequences on sleep and health. Environment International, 36, 492–498.
[3] Boer, E. D. & Schroten, A. (2007) Traffic Noise Reduction in Europe. Delft, CE Delft.
[4] Fyhri, A. & Klaeboe, R. (2008) Road traffic noise, sensitivity, annoyance and self-reported health - A structural equation model exercise. Environmental International, 35, 91-97.
[5] Bendtsen, H., Haberl, J., Sandberg, U. & Watts, G. (2004) Traffic management and noise reducing pavements. Recommendations on additional noise reducing measures. SILVIA Deliverable 12, European Commission DG Tren- Growth.
[6] Road Engineering Association of Malaysia (2004). REAM-GL8/2004. Guidelines on Traffic Control and Management Devices. Malaysia, REAM.
[7] Van Berkel, C. (2009) Use of transverse rumble strips in rural areas (PW09031). Hamilton, Canada, Public Works Department
[8] Miska, E. (2009) Transverse Rumble Strips (TRS). Chief Traffic, Electrical, Highway Safety and Geometric Engineer.
[9] Jamrah, A., Al-Omari, A. & Sharabi, R. (2006) Evaluation of Traffic Noise Pollution in Amman, Jordan. Environmental Monitoring and Assessment, 120, 499–525.
[10] Davis, M. L. and Masten, S. J. (2004) Principles of Environmental Engineering and Science. McGraw-Hill.
[11] Georgiadou, E., Kourtidis, K. and Ziomas, I. (2004) Exploratory traffic noise measurements at five main streets of Thessaloniki, Greece. Global NEST: the International Journal, 6(1), 53–61.
[12] O'Cinneide, D. (1997) Noise pollution. In: Kiely, G. (ed.) Environmental Engineering. McGraw-Hill.
[13] Salter, R. J. and Hothersal, D. C. (1977) Transport and Environment. London, Granada Publishing.
[14] Langdon, F. J. and Scholes, W. E. (1968) The traffic noise index: A method of controlling noise nuisance. Building Research, Current Papers, 38168, 2–3.
[15] Department of Environment, Malaysia (2004) Planning Guidelines for Environmental Noise Limits and Control (2004). Malaysia, DOE.
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Abstract: This paper describes the study of coefficient of thermal expansion (CTE) of as-cast and heat treated Aluminium 7075/ SiCp composites. The content of silicon carbide particulates is used as 5wt% to prepare the castings. These composites were subjected to different aging durations. The stir casting technique is used to prepare the castings. Castings were machined in accordance with ASTM standards followed by heat treatment process. All the castings were aged to different periods of 1hr, 3hr, 5hr at an aging temperature of 175 oC. Coefficient of thermal expansion tests were performed in both as-cast and heat treated conditions. In each case the coefficient of thermal expansion values were found to increase with increase in aging durations. Solution heat treatment at 530 oC followed by artificial aging at 175 oC found to increase in dimension change of every specimen tested. The coefficient of thermal expansion curves exhibited some residual strains, which were decreased with the increase in aging durations.
Keywords: Alloys, Coefficient of thermal expansion (CTE), Heat treatment
Keywords: Alloys, Coefficient of thermal expansion (CTE), Heat treatment
[1] Vaidya R.U., Chawla K.K., (1994). Compos. Sci. Technol. 50 , 13
[2] Holfman M., Skirl S., Pompe W., Rodel J., (1999), Acta Mater. 47 (2) , 565
[3] Xu Z.R., Chawla K.K.,.Mitra R., Fine M.E., (1994),Scripta Metall. 31 (11) , 1525
[4] Denoath R., Pradeep K., Rohatgi J.,(1981), Mater.Sci. , 1024 and 3026
[5] Dellis M.A., Keustermana J.P., Delanny, (1991), Mater. Sci. Eng. A 135 , 235
[6] Mahagundappa M. Benal, Shivanand H.K., (2006), Journal of Material Science and Engineering A 435-436 , 745-749
[7] Shimoo T, Okamura K., M.Ito, M.Takeda, (2000) ,Journal of Material Science 35 , 3733-3739.
[2] Holfman M., Skirl S., Pompe W., Rodel J., (1999), Acta Mater. 47 (2) , 565
[3] Xu Z.R., Chawla K.K.,.Mitra R., Fine M.E., (1994),Scripta Metall. 31 (11) , 1525
[4] Denoath R., Pradeep K., Rohatgi J.,(1981), Mater.Sci. , 1024 and 3026
[5] Dellis M.A., Keustermana J.P., Delanny, (1991), Mater. Sci. Eng. A 135 , 235
[6] Mahagundappa M. Benal, Shivanand H.K., (2006), Journal of Material Science and Engineering A 435-436 , 745-749
[7] Shimoo T, Okamura K., M.Ito, M.Takeda, (2000) ,Journal of Material Science 35 , 3733-3739.
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Paper Type | : | Research Paper |
Title | : | Numerical Simulation of Cavitation Hysteresis on Radial Flow Pump |
Country | : | India |
Authors | : | Mr. D. Somashekar, Dr. H. R. Purushothama |
: | 10.9790/1684-0152126 |
Abstract : Pump cavitation is the formation and subsequent collapse or implosion of vapor bubbles in a pump. It occurs when the absolute pressure on the liquid falls below the liquid's vapor pressure. When the vapor bubbles collapse with high enough frequency, it sounds like marbles and rocks are moving through the pump. If the vapor bubbles collapse with high enough energy, they can remove metal from the internal casing wall, and leave indent marks appearing like blows from a large ball pein hammer. Inadequate NPSH available (NPSHa) is a root cause for cavitation in the pump. Insufficient NPSH leads to lower liquid pressure in the pump and if pressure in the eye of the impeller falls below the vapor pressure of the fluid, then cavitation can begin by formation of vapor bubbles. Design, operation and refurbishment of centrifugal pumps are strongly related to cavitation flow phenomena, which may occur in either the rotating runner-impeller or the stationary parts of the centrifugal pumps. The numerical simulation (ANSYS CFX software Release 13) is used to study the cavitation in centrifugal pump. The computational grid was generated by CFX-Turbo grid with H-Grid through the blade and flow passage. The flow simulation is executed in the rotation frame of reference. Standard (k-ε) model is used for the turbulence. Turbulent wall treatment; the volume of fluid model is selected for cavitation model. Upwind difference is used for solution scheme. Numerical results will be compared with experimental data in terms of head and NPSH.
Keywords: ANSYS CFX software Release 13, Cavitation Hysteresis, CFD, Inception, NPSH, Radial Flow Pump, Turbulence Model (k-ε)
Keywords: ANSYS CFX software Release 13, Cavitation Hysteresis, CFD, Inception, NPSH, Radial Flow Pump, Turbulence Model (k-ε)
[1]. Singhal, A. K., Li, H. Y., Athavale, M. M., and Jiang, Y., (2001), "Mathematical Basis and Validation of the Full Cavitation Model", ASME FEDSM'01, New Orleans, Louisiana,
[2]. Tulin, M. P., (1953), "Steady Two-Dimensional Cavity Flows about Slender Bodies", Tech. Rep., 834, David Taylor Model Basin, Washington, D.C., U.S.A.
[3]. Tulin, M. P., (1955), "Supercavitating flow past foils and struts, Symp, on Cavitation in Hydrodynamics", Teddington, U.K.
[4]. Geurst, J. A., (1960), "Linearized theory for fully cavitated hydrofoils". Int. Shipbuilding Progress, 7, 17 -27.
[5]. Uhlman, J. S., (1987), "The surface singularity method applied to partially cavitating hydrofoils", J. Ship Res., Vol. 31, pp. 107-124.
[6]. Uhlman, J. S., (1989), "The surface singularity or boundary integral method applied to supercavitating hydrofoils", J. Ship Res., Vol. 33, pp. 16-20
[7]. Kinnas, S. and Fine, N., (1993), "A numerical nonlinear analysis of the flow around two- and three-dimensional partially cavitating hydrofoil", Journal of Fluid Mechanics, 254:151–181.
[8]. Wang, G., Senocak, I., Shyy, W., Ikohagi, T. and Cao, S., (2001), "Dynamics of Attached Turbulent Cavitating Flows", Progress in Aerospace Sciences, Vol. 37, pp.551-581.
[9]. T. Watanabe, T. Kawamura, Y. Takekosi, M. Maeda, S.H. Rhee, (2003), "Simulation of Steady and Unsteady Cavitation on a Marine Propeller Using a RANS CFD Code", Proceedings of the 5th International Symposium on Cavitation, Osaka, Japan.
[10]. Andrej PREDIN, Cavitation Swirl in the Inlet Pipe of the Radial Pump, Proceedings of the 2nd IASME / WSEAS International Conference on Water Resources, Hydraulics & Hydrology, Portoroz, Slovenia, May 15-17, 2007
[2]. Tulin, M. P., (1953), "Steady Two-Dimensional Cavity Flows about Slender Bodies", Tech. Rep., 834, David Taylor Model Basin, Washington, D.C., U.S.A.
[3]. Tulin, M. P., (1955), "Supercavitating flow past foils and struts, Symp, on Cavitation in Hydrodynamics", Teddington, U.K.
[4]. Geurst, J. A., (1960), "Linearized theory for fully cavitated hydrofoils". Int. Shipbuilding Progress, 7, 17 -27.
[5]. Uhlman, J. S., (1987), "The surface singularity method applied to partially cavitating hydrofoils", J. Ship Res., Vol. 31, pp. 107-124.
[6]. Uhlman, J. S., (1989), "The surface singularity or boundary integral method applied to supercavitating hydrofoils", J. Ship Res., Vol. 33, pp. 16-20
[7]. Kinnas, S. and Fine, N., (1993), "A numerical nonlinear analysis of the flow around two- and three-dimensional partially cavitating hydrofoil", Journal of Fluid Mechanics, 254:151–181.
[8]. Wang, G., Senocak, I., Shyy, W., Ikohagi, T. and Cao, S., (2001), "Dynamics of Attached Turbulent Cavitating Flows", Progress in Aerospace Sciences, Vol. 37, pp.551-581.
[9]. T. Watanabe, T. Kawamura, Y. Takekosi, M. Maeda, S.H. Rhee, (2003), "Simulation of Steady and Unsteady Cavitation on a Marine Propeller Using a RANS CFD Code", Proceedings of the 5th International Symposium on Cavitation, Osaka, Japan.
[10]. Andrej PREDIN, Cavitation Swirl in the Inlet Pipe of the Radial Pump, Proceedings of the 2nd IASME / WSEAS International Conference on Water Resources, Hydraulics & Hydrology, Portoroz, Slovenia, May 15-17, 2007
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Paper Type | : | Research Paper |
Title | : | Size Effect Study of Sawdust Ash-Concrete under Compressive Load |
Country | : | India |
Authors | : | Comingstarful Marthong |
: | 10.9790/1684-0152732 |
Abstract : This study investigated the size effect phenomenon for plain-concrete and concrete inclusion with
10% sawdust ash (SDA) as partial replacement of cement. A geometrically similar plain-concrete and sawdust
ash-concrete cylinder of different sizes were cast. Compressive strength was evaluated at the age of 28 and 90
days. Bažant size effect law was used to investigate the possible existence of size effect. Results from the test
showed the existence of size effect in both plain-concrete and sawdust ash-concrete and followed closely the size
effect law proposed by Bažant. The size effect was observed to be more for sawdust ash-concrete as compare to
concrete with pure cement. Further, the size effect of sawdust ash-concrete is more pronounce at the age of 28
days as compared to 90 days strength.
Keywords: Sawdust ash, Concrete, Strength, Size effect, Bažant.
Keywords: Sawdust ash, Concrete, Strength, Size effect, Bažant.
[1] Bažant, Z. P. (1984). Size effect in blunt fracture: Concrete, rock, metal. Journals Engineering Mechanics, ASCE, 110(4): 518–535.
[2] ASTM C 618 (1978). Specification for pozzolanas, Philadelphi.
[3] Sumaila, S. A., and Job, O. F. (1999). Properties of SDA-OPC concrete: A preliminary assessment. Journal of Environmental Science. Vol.3 (2), pp. 155-159.
[4] Udoeyo, F.F., and Dashibil, P.U. (2002). Sawdust Ash as Concrete Material. Journal of Materials in Civil Engineering. ASCE, Vol. 14(2): 2002, 173.
[5] Marthong, C. (2012a). Sawdust Ash (SDA) as Partial Replacement of Cement. International Journal of Engineering Research and Applications (IJERA) ISSN: 2248-9622, Vol. 2 (4), pp.1980-1985.
[6] Sabnis, G., M, and Mirza, M., S (1979). Size effects in model concrete. Journal of Structural Division, ASCE, 105(ST6), 1007-1020.
[7] Sener, S., Bažant, Z. P., and Becq-Giraudon, E. (1999). Size effect on failure of bond splices of steel bars in concrete beams. Journals of Structural Engineering, ASCE, 125(6), 653-660.
[8] Krauthammer, T., Elfahal, M. M., Ohno, T., Beppu, M., and Mindess, S. (2003). Size effect of high strength concrete cylinder subjected to axial impact. International Journals of Impact Engineering, Elsevier, 28, 1001-1016.
[9] Sener, S., Barr BIG, and Abusiaf, H. F. (2004). Size effect in axially loaded reinforced column. Journal Structural Engineering, ASCE, 130(4):662-670.
[10] Elfahal, M. M., Krauthammer, T., Ohno, T., Beppu, M., and Mindess, S. (2005). Size effect of normal strength concrete cylinder subjected to axial impact. International Journal of Impact Engineering, Elsevier, 31,461-481.
[2] ASTM C 618 (1978). Specification for pozzolanas, Philadelphi.
[3] Sumaila, S. A., and Job, O. F. (1999). Properties of SDA-OPC concrete: A preliminary assessment. Journal of Environmental Science. Vol.3 (2), pp. 155-159.
[4] Udoeyo, F.F., and Dashibil, P.U. (2002). Sawdust Ash as Concrete Material. Journal of Materials in Civil Engineering. ASCE, Vol. 14(2): 2002, 173.
[5] Marthong, C. (2012a). Sawdust Ash (SDA) as Partial Replacement of Cement. International Journal of Engineering Research and Applications (IJERA) ISSN: 2248-9622, Vol. 2 (4), pp.1980-1985.
[6] Sabnis, G., M, and Mirza, M., S (1979). Size effects in model concrete. Journal of Structural Division, ASCE, 105(ST6), 1007-1020.
[7] Sener, S., Bažant, Z. P., and Becq-Giraudon, E. (1999). Size effect on failure of bond splices of steel bars in concrete beams. Journals of Structural Engineering, ASCE, 125(6), 653-660.
[8] Krauthammer, T., Elfahal, M. M., Ohno, T., Beppu, M., and Mindess, S. (2003). Size effect of high strength concrete cylinder subjected to axial impact. International Journals of Impact Engineering, Elsevier, 28, 1001-1016.
[9] Sener, S., Barr BIG, and Abusiaf, H. F. (2004). Size effect in axially loaded reinforced column. Journal Structural Engineering, ASCE, 130(4):662-670.
[10] Elfahal, M. M., Krauthammer, T., Ohno, T., Beppu, M., and Mindess, S. (2005). Size effect of normal strength concrete cylinder subjected to axial impact. International Journal of Impact Engineering, Elsevier, 31,461-481.
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Paper Type | : | Research Paper |
Title | : | Coastal Lake Sustainability: Threats And Opportunities With Climate Change |
Country | : | Egypt |
Authors | : | Hala Abayazid, Ibrahim Al-Shinnawy |
: | 10.9790/1684-0153341 |
Abstract: Northern coastal lakes in the Nile Delta of Egypt have an ecosystem of distinctive nature. While customary acknowledged as environmentally rich water bodies, these lakes are alleviating the non-favorable polluting effect of development activities before reaching the Mediterranean Sea. Moreover, climate change challenges are adding more important role to coastal lakes to act as natural adaptive measure that effectively buffer potential sea level rise or any unprecedented events. Therefore, efforts are needed to maintain sustainable system for coastal lakes in face of continuously altering conditions.
Key words: Lake Burullus, Water Salinity, Climate Change, Coastal Lake.
Key words: Lake Burullus, Water Salinity, Climate Change, Coastal Lake.
[1]. Brady, D. K., Graves, W. L. and Geyer, J. C. (1969). Surface heat exchange at power plant cooling lakes, cooling water discharge project, Report No. 5. Edison Electric Inst. Pub. No. 69-901,New York.
[2]. Collins W. D., Bitz C. M., Blackmon M. L., Bonan G. B., Bretherton C. S., Carton J. A., Chang P., Doney S. C., Hack J. J., Henderson T. B., Kiehl J. T., Large W. G., Mckenna D. S., Santer B. D. and Smith R. D. (2006), The Community Climate System Model Version 3 (CCSM3). Journal of Climate, Volume 19: Pdg. 2122-2143
[3]. Edinger, J. E., Brady, D. K. and Geyer, J. C. (1974). Heat exchange and transport in the environment. Report No. 14. Electric Power Res. Inst. Pub. No. EA-74-049-00-3, Palo Alto, CA, 125 Pdg.
[4]. Ministry of State for Environomental Affairs (2010-2011). Egyptian Environmental Affairs Agency (EEAA). Environment Quality sector. Central Administration for Water Quality. Annual Report on Environment Monitoring Program for Northern Lakes-Lake Burullus.
[5]. El-Kolfat, A. I. (2002). Environmental problems of Burullus lake. First regional conference on perspectives of arab water cooperation. Cairo, egypt.
[6]. Elshinnawy, I. A. (2003). Reservoir hydrologic routing for water balance of Al-Burullus wetland, Egypt. Proceedings of the Seventh International Water Technology Conference IWTC7. Cairo, Egypt. Pdg. 867-877
[7]. Elshinnawy, I.A. (2005). Al-Burullus Hydrological Study. Natural Protectorates Department, Egyptian Environmental Affairs Agency (EEAA), Ministry of State for Environmental Affairs, Cairo, Egypt.
[8]. Elshinnawy, I. A. (2007). Study of Suggested Second Boghaz for Lake Burullus, Report Publication of Ministry of Water Resources and Irrigation (MWRI). National Water Research Center (NWRC). Coastal Research Institute (CoRI).
[9]. Elshinnawy, I. A. and Abayazid, H. O. (2011). Vulnerability Assessment of Climate Change impact on GroundWater Salinity in the Nile Delta Coastal Region-Egypt. Conference on Coastal Engineering Practice: Engineering Sustainable Coastal Development. American Society of Civil Engineers (ASCE). San Diego, California. Pdg. 422-435.
[10]. The Intergovernmental Panel on Climate Change (2007). Fourth Assessment Report: Climate Change. Available at: http://www.ipcc.ch/publications_and_data/publications_and_data_reports.shtml.
[2]. Collins W. D., Bitz C. M., Blackmon M. L., Bonan G. B., Bretherton C. S., Carton J. A., Chang P., Doney S. C., Hack J. J., Henderson T. B., Kiehl J. T., Large W. G., Mckenna D. S., Santer B. D. and Smith R. D. (2006), The Community Climate System Model Version 3 (CCSM3). Journal of Climate, Volume 19: Pdg. 2122-2143
[3]. Edinger, J. E., Brady, D. K. and Geyer, J. C. (1974). Heat exchange and transport in the environment. Report No. 14. Electric Power Res. Inst. Pub. No. EA-74-049-00-3, Palo Alto, CA, 125 Pdg.
[4]. Ministry of State for Environomental Affairs (2010-2011). Egyptian Environmental Affairs Agency (EEAA). Environment Quality sector. Central Administration for Water Quality. Annual Report on Environment Monitoring Program for Northern Lakes-Lake Burullus.
[5]. El-Kolfat, A. I. (2002). Environmental problems of Burullus lake. First regional conference on perspectives of arab water cooperation. Cairo, egypt.
[6]. Elshinnawy, I. A. (2003). Reservoir hydrologic routing for water balance of Al-Burullus wetland, Egypt. Proceedings of the Seventh International Water Technology Conference IWTC7. Cairo, Egypt. Pdg. 867-877
[7]. Elshinnawy, I.A. (2005). Al-Burullus Hydrological Study. Natural Protectorates Department, Egyptian Environmental Affairs Agency (EEAA), Ministry of State for Environmental Affairs, Cairo, Egypt.
[8]. Elshinnawy, I. A. (2007). Study of Suggested Second Boghaz for Lake Burullus, Report Publication of Ministry of Water Resources and Irrigation (MWRI). National Water Research Center (NWRC). Coastal Research Institute (CoRI).
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Abstract: Climate change phenomenon brought major uncertainty and stresses to environmental resources. In particular, the coastal ecosystems are customarily considered one of the most complex systems to sustain, experiencing continuous fluctuation and changes by nature, and climate change will only add to this complexity. That fact underscores the necessity of finding effective adaptive methodology governing the coastal system vulnerability while facing climate change impact. This paper argues that sustainability of coastal zones must employ an adaptive policy that incorporates multi-disciplinary regulatory mechanism along with community inputs for better decision support. Through a case study application in a coastal zone North-Eastern of the Nile Delta of Egypt, the hypothesis of having a multi-disciplinary adaptation plan cutting across major sectors, while applying an interactive framework that ensure involvement of communities and stakeholders all along the planning process, proved to lead to strengthened resilience of coastal developments facing climate change impact.
Keywords: coastal system; climate change; sustainability; adaptive policy
Keywords: coastal system; climate change; sustainability; adaptive policy
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[2]. Brooks, N., W.N. Adger and P.M. Kelly, 2005, The determinants of vulnerability and adaptive capacity at the national level and the implications for adaptation. Global Environ. Change, 15, Pp. 151-163.
[3]. Buss, D.M. and Greiling, H. 1999. Adaptive individual differences. Journal of Personality, 67: 209-243.
[4]. Douglas, B. 1997, Global Sea Rise: A Redetermination, Surveys in Geophysics, Volume 18, Numbers 2-3, Pp. 279-292
[5]. Downing, T. 2003, Toward a vulnerability/adaptation science: lessons from famine early warning and food security. Climate Change Adaptive Capacity and Development, J.B. Smith, R.J.T. Klein and S. Huq, Eds., Imperial College Press, London, Pp. 77-100.
[6]. Institute of Graduate Studies and Research (IGSR) 2010, Population and Land Use Long Term projection, Project of adaptation to the impacts of sea level rise in the Nile Delta coastal zone, Egypt, report 3
[7]. Intergovernmental Panel on Climate Change (IPCC), 2007, Fourth Assessment Report on Climate Change, Working Group II: Impacts, Adaptation and Vulnerability
[8]. Starr and Taggart 2004, Ecology and Behavior from Biology: The Unity and Diversity of Life 10th edition, Thompson publishers ISBN 0-534-39746-8
[9]. Tol, R.S.J. and G.W. Yohe 2007, The weakest link hypothesis for adaptive capacity: An empirical test. Global Environ. Chang., 17, Pp. 218-227.
[10]. Yohe, G. and R.S.J. Tol 2002, Indicators for social and economic coping capacity - moving toward a working definition of adaptive capacity. Global Environ. Change, 12, Pp. 25-40.