Dynamic characterization of the migration of a mining pit in an alluvial channel
|
摘要
Research on in-channel sand mining is imperative as it may have a significant impact on channel morphology.Following this quest to quantitatively comprehend the phenomenon,experimental studies were done to investigate the dynamic characteristics of the migration of a mining pit.The evaluation of the migration rate of a mining pit in a physical scale model has found a rise in the migration rate of the pit's upstream edge with increasing discharge.A wavelet analysis applied for analyzing scale-dependent migration of the bed profile of a mining pit also revealed similar findings.Additionally,the wavelet analysis examined the length-scale dependent migration of a mining pit and a decrease in the migration rate has been observed with an increase in the length scale.The plan form of a pit(length-to-width ratio)governs the erosion and deposition processes around the pit.Both physical and statistical approaches show an increase in the migration rate with an increase in the length-to-width ratio of the pit.An empirical formulation has been developed for calculating the migration rate of the upstream edge of a mining pit based on pit geometry(length-to-width ratio),average flow velocity,and critical shear stress of the bed material.The results also show a higher bed load transport rate in the channel subjected to mining as compared to a plain bed channel.
Research on in-channel sand mining is imperative as it may have a significant impact on channel morphology.Following this quest to quantitatively comprehend the phenomenon,experimental studies were done to investigate the dynamic characteristics of the migration of a mining pit.The evaluation of the migration rate of a mining pit in a physical scale model has found a rise in the migration rate of the pit's upstream edge with increasing discharge.A wavelet analysis applied for analyzing scale-dependent migration of the bed profile of a mining pit also revealed similar findings.Additionally,the wavelet analysis examined the length-scale dependent migration of a mining pit and a decrease in the migration rate has been observed with an increase in the length scale.The plan form of a pit(length-to-width ratio)governs the erosion and deposition processes around the pit.Both physical and statistical approaches show an increase in the migration rate with an increase in the length-to-width ratio of the pit.An empirical formulation has been developed for calculating the migration rate of the upstream edge of a mining pit based on pit geometry(length-to-width ratio),average flow velocity,and critical shear stress of the bed material.The results also show a higher bed load transport rate in the channel subjected to mining as compared to a plain bed channel.
Research on in-channel sand mining is imperative as it may have a significant impact on channel morphology.Following this quest to quantitatively comprehend the phenomenon,experimental studies were done to investigate the dynamic characteristics of the migration of a mining pit.The evaluation of the migration rate of a mining pit in a physical scale model has found a rise in the migration rate of the pit's upstream edge with increasing discharge.A wavelet analysis applied for analyzing scale-dependent migration of the bed profile of a mining pit also revealed similar findings.Additionally,the wavelet analysis examined the length-scale dependent migration of a mining pit and a decrease in the migration rate has been observed with an increase in the length scale.The plan form of a pit(length-to-width ratio)governs the erosion and deposition processes around the pit.Both physical and statistical approaches show an increase in the migration rate with an increase in the length-to-width ratio of the pit.An empirical formulation has been developed for calculating the migration rate of the upstream edge of a mining pit based on pit geometry(length-to-width ratio),average flow velocity,and critical shear stress of the bed material.The results also show a higher bed load transport rate in the channel subjected to mining as compared to a plain bed channel.
引文
Alfrink,B.J.,&van Rijn,L C.(1983).Two-equation turbulence model for flow in trenches.Journal of Professional Issues in Engineering,109(3),941-958.
Barman,B.,Kumar,B.,&Sarma,A.K.(2018).Turbulent flow structures and geomorphic characteristics of mining affected alluvial channel.Earth Surface Processes and Landforms,43(9),1811-1824.
Barman,B.,Sharma,A.,Kumar,B.,&Sarma,A.K.(2017).Multiscale characterization of migrating sand wave in mining induced alluvial channel.Ecological Engineering,102,199-206.
Brestolani,F.,Solari,L.,Rinaldi,M.,&Lollino,G.(2015).On morphological impacts of gravel mining:The case of the Orco River.Engineering Geology for Society and Teritory,3,319-322.
Bull,W.B.,&Scott,K.M.(1974).Impact of mining gravel from urban stream beds in the southwestern United States.Geology,2,171-174.
Calle,M.,Alho,P.,&Benito,G.(2017).Channel dynamics and geomorphic resilience in an ephemeral Mediterranean river affected by gravel mining.Geomorphology,285,333-346.
Cao,Z.,&Pender,G.(2004).Numerical modelling of alluvial rivers subjected to interactive sediment mining and feeding.Advances in Water Resources,27,533-546.
Chen,D.,Acharya,K.,&Stone,M.(2010).Sensitivity analysis of nonequilibrium adaptation parameters for modeling mining-pit migration.Journal of Hydraulic Engineering,136,806-811.
Collins,B.D.,&Dunne,T.(1990).Fluvial geomorphology and river gravel mining:A guide for planners.Sacramento,CA:California Division of Mines and Geology Special Publication 98.
Fredsoe,J.(1978).Sedimentation of river navigation channels.Journal of the Hydraulics Division,ASCE,104,223-236.
Gill,M.A.(1994).Hydrodynamics of mining pits in erodible bed under steady flow.Journal of Hydraulic Engineering,120,1337-1348.
Ikhsan,J.,Fujita,M.,&Takebayashi,H.(2009).Sustainable sand mining management in Merapi Area using groundsills.Kyoto,Japan:Annuals of Disaster Prevention Research Institute.No.52 B,Kyoto University.
Kondolf,G.M.(1993).The reclamation concept in regulation of gravel mining in California.Journal of Environmental Planning and Management,36,397-409.
Kondolf,G.M.(1997).Hungry water:Effects of dams and gravel mining on river channels.Environmental Management,21(4),533-551.
Kramer.H.(1935).Sand mixtures and sand movement in fluvial model.Transactions of the American Society of Civil Engineers,100(1),798-838.
Kumar,P.,&Foufoula-Georgiou,E.(1997).Wavelet analysis for geophysical applications.Review of Geophysics,35(4),385-412.
Lee,H.Y.,Fu,D.T.,&Song,M.H.(1993).Migration of rectangular mining pit composed of uniform sediment.Journal of Hydraulic Engineering,119,64-80.
Li,J.,&Qi,M.(2015).Local scour induced by upstream riverbed level lowering.Natural Hazards,77(3),1811-1827.
Mallat,S.(1998).A wavelet tour in signal processing.San Diego,CA:Academic Press.
Mohtar,W.H.M.W.,Sharil,S.,&Mukhlisin,M.(2016).Representative sediment sizes in predicting the bed-material load for nonuniform sediments.International Journal of Sediment Research,31(1),79-86.
Neyshabouri,S.A.A.S.,Farhadzadeh,A.,&Amini,A.(2002).Experimental and field study of mining pit migration.International Journal of Sediment Research,17(4),323-333.
Paphitis,D.(2001).Sediment movement under unidirectional flows:An assessment of empirical threshold curves.Coastal Engineering,43,227-245.
Qi,M.,&Kuai,Y.R.(2017).Pier scour under influence of headcut erosion of sand pit.Journal of Hydraulic Engineering,48(7),791-798.
Ramkumar,M.,Kumaraswamy,K.,James,R.A.,Suresh,M.,Sugantha,T.,Jayaraj,L.,&Shyamala,J.(2015).Sand mining,channel bar dynamics and sediment textural properties of the Kaveri River,South India:Implications on flooding hazard and sustainability of the natural fluvial system In:M.Ramkumar,K.Kumaraswamy,&R.Moharraj(Eds.),Environmental management of river basin ecosystems(pp.283-318).Cham,India:Springer.
Rovira,A.,Batalla,R.J.,&Sala,M.(2005).Response of a river sediment budget after historical gravel mining(the lower Tordera,NE Spain).River Research and Applications,21,829-847.
Singh,A.,Guala,M.,Lanzoni,S.,&Foufoula-Georgiou,E.(2012).Bedform effect on the reorganization of surface and subsurface grain size distribution in gravel bedded channels.Acta Geophysica,60(6),1607-1638.
Singh,A.,Lanzoni,S.,Wilcock,P.R.,&Foufoula-Georgiou,E.(2011).Multiscale statistical characterization of migrating bed forms in gravel and sand bed rivers.Water Resource Research,47,W12526.
Wu,W.,&Wang,S.S.(2008).Simulation of morphological evolution near sediment mining pits using a 1-D mixed-regime flow and sediment transport model.In Proceedings of the world environmental and water resources congress,Reston,VA:ASCE,1-10.
Yanmaz,A.M.,&Cicekdag,O.(2000).Channel mining induced stream bed instability around bridges.In Proceedings of the watershed management and operation management,(pp.1-8),Reston,VA:ASCE.
Yuill,B.T.,Gaweesh,A.,Allison,M.A.,&Meselhe,E.A.(2016).Morphodynamic evolution of a lower Mississippi River channel bar after sand mining.Earth Surface Processes and Landforms,41(4),526-542.
Barman,B.,Kumar,B.,&Sarma,A.K.(2018).Turbulent flow structures and geomorphic characteristics of mining affected alluvial channel.Earth Surface Processes and Landforms,43(9),1811-1824.
Barman,B.,Sharma,A.,Kumar,B.,&Sarma,A.K.(2017).Multiscale characterization of migrating sand wave in mining induced alluvial channel.Ecological Engineering,102,199-206.
Brestolani,F.,Solari,L.,Rinaldi,M.,&Lollino,G.(2015).On morphological impacts of gravel mining:The case of the Orco River.Engineering Geology for Society and Teritory,3,319-322.
Bull,W.B.,&Scott,K.M.(1974).Impact of mining gravel from urban stream beds in the southwestern United States.Geology,2,171-174.
Calle,M.,Alho,P.,&Benito,G.(2017).Channel dynamics and geomorphic resilience in an ephemeral Mediterranean river affected by gravel mining.Geomorphology,285,333-346.
Cao,Z.,&Pender,G.(2004).Numerical modelling of alluvial rivers subjected to interactive sediment mining and feeding.Advances in Water Resources,27,533-546.
Chen,D.,Acharya,K.,&Stone,M.(2010).Sensitivity analysis of nonequilibrium adaptation parameters for modeling mining-pit migration.Journal of Hydraulic Engineering,136,806-811.
Collins,B.D.,&Dunne,T.(1990).Fluvial geomorphology and river gravel mining:A guide for planners.Sacramento,CA:California Division of Mines and Geology Special Publication 98.
Fredsoe,J.(1978).Sedimentation of river navigation channels.Journal of the Hydraulics Division,ASCE,104,223-236.
Gill,M.A.(1994).Hydrodynamics of mining pits in erodible bed under steady flow.Journal of Hydraulic Engineering,120,1337-1348.
Ikhsan,J.,Fujita,M.,&Takebayashi,H.(2009).Sustainable sand mining management in Merapi Area using groundsills.Kyoto,Japan:Annuals of Disaster Prevention Research Institute.No.52 B,Kyoto University.
Kondolf,G.M.(1993).The reclamation concept in regulation of gravel mining in California.Journal of Environmental Planning and Management,36,397-409.
Kondolf,G.M.(1997).Hungry water:Effects of dams and gravel mining on river channels.Environmental Management,21(4),533-551.
Kramer.H.(1935).Sand mixtures and sand movement in fluvial model.Transactions of the American Society of Civil Engineers,100(1),798-838.
Kumar,P.,&Foufoula-Georgiou,E.(1997).Wavelet analysis for geophysical applications.Review of Geophysics,35(4),385-412.
Lee,H.Y.,Fu,D.T.,&Song,M.H.(1993).Migration of rectangular mining pit composed of uniform sediment.Journal of Hydraulic Engineering,119,64-80.
Li,J.,&Qi,M.(2015).Local scour induced by upstream riverbed level lowering.Natural Hazards,77(3),1811-1827.
Mallat,S.(1998).A wavelet tour in signal processing.San Diego,CA:Academic Press.
Mohtar,W.H.M.W.,Sharil,S.,&Mukhlisin,M.(2016).Representative sediment sizes in predicting the bed-material load for nonuniform sediments.International Journal of Sediment Research,31(1),79-86.
Neyshabouri,S.A.A.S.,Farhadzadeh,A.,&Amini,A.(2002).Experimental and field study of mining pit migration.International Journal of Sediment Research,17(4),323-333.
Paphitis,D.(2001).Sediment movement under unidirectional flows:An assessment of empirical threshold curves.Coastal Engineering,43,227-245.
Qi,M.,&Kuai,Y.R.(2017).Pier scour under influence of headcut erosion of sand pit.Journal of Hydraulic Engineering,48(7),791-798.
Ramkumar,M.,Kumaraswamy,K.,James,R.A.,Suresh,M.,Sugantha,T.,Jayaraj,L.,&Shyamala,J.(2015).Sand mining,channel bar dynamics and sediment textural properties of the Kaveri River,South India:Implications on flooding hazard and sustainability of the natural fluvial system In:M.Ramkumar,K.Kumaraswamy,&R.Moharraj(Eds.),Environmental management of river basin ecosystems(pp.283-318).Cham,India:Springer.
Rovira,A.,Batalla,R.J.,&Sala,M.(2005).Response of a river sediment budget after historical gravel mining(the lower Tordera,NE Spain).River Research and Applications,21,829-847.
Singh,A.,Guala,M.,Lanzoni,S.,&Foufoula-Georgiou,E.(2012).Bedform effect on the reorganization of surface and subsurface grain size distribution in gravel bedded channels.Acta Geophysica,60(6),1607-1638.
Singh,A.,Lanzoni,S.,Wilcock,P.R.,&Foufoula-Georgiou,E.(2011).Multiscale statistical characterization of migrating bed forms in gravel and sand bed rivers.Water Resource Research,47,W12526.
Wu,W.,&Wang,S.S.(2008).Simulation of morphological evolution near sediment mining pits using a 1-D mixed-regime flow and sediment transport model.In Proceedings of the world environmental and water resources congress,Reston,VA:ASCE,1-10.
Yanmaz,A.M.,&Cicekdag,O.(2000).Channel mining induced stream bed instability around bridges.In Proceedings of the watershed management and operation management,(pp.1-8),Reston,VA:ASCE.
Yuill,B.T.,Gaweesh,A.,Allison,M.A.,&Meselhe,E.A.(2016).Morphodynamic evolution of a lower Mississippi River channel bar after sand mining.Earth Surface Processes and Landforms,41(4),526-542.