Delft Dredging Engineering:

DHLLDV

©Dr.ir. S.A. Miedema

DSCRC

©Dr.ir. S.A. Miedema

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	Home (29472 Hits) Whats new The Delft Head Loss & Limit Deposit Velocity Framework (DHLLDV) The Delft Sand, Clay & Rock Cutting Model (DSCRC) Dr.ir. Sape A. Miedema (31996 Hits) Introduction Short Curriculum Vitae Awards Bibliography Reports

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DSCRCM

	General Cutting of Sand, Clay & Rock (3912 Hits) The Cutting of Dry Sand (2302 Hits) The Important Specific Energy Graphs (1611 Hits) Subpages: Specific Energy in Sand (3316 Hits) Specific Energy in Clay (3182 Hits) Specific Energy in Rock (2773 Hits) The Basic Soil Mechanics Equations (3030 Hits) The Delft Sand, Clay & Rock Cutting Model Book (18513 Hits) 01 The DSCRC Model Book Cover 02 Contents of the DSCRC Model Book. IOS Press: The Delft Sand, Clay & Rock Cutting Model

DHLLDV

	Slurry Transport: Fundamentals, A Historical Overview & The DHLLDV Framework. (24698 Hits) 03 Uniform Sands & Gravels 04 Graded Sands & Gravels 01 Description of the DHLLDV Framework. 02 The DHLLDV Framework Book Cover. 05 Contents of the Slurry Transport Book. Flow Regimes (1676 Hits) Subpages: Regime 1: Stationary or Fixed Bed, No Sheet Flow (3185 Hits) Regime 2: Stationary or Fixed Bed, Sheet Flow or Suspension (2500 Hits) Regime 3: Sliding Bed (Coarse) with Sheet Flow or Fixed Bed (Fine) with Suspension (2832 Hits) Regime 4: Sliding Bed (Coarse) with Sheet Flow or Fixed Bed (Fine) with Suspension (2931 Hits) Regime 5: Heterogeneous Transport (2579 Hits) Regime 6: Homogeneous Transport (2616 Hits) Regime 7: Sliding Flow (2393 Hits) Regime 8: Stationary or Sliding Bed, Cvt (2659 Hits) Regime 5-6: Pseudo Homogeneous Transport (2777 Hits) Scenarios (1513 Hits) Subpages: Excess Hydraulic Gradient (4654 Hits) The Excess Hydraulic Gradient Scenario 1: Fine Sands (5093 Hits) Scenario 1: The Hydraulic Gradient Scenario 1: The Relative Excess Hydraulic Gradient Scenario 2A: Medium Sands (4788 Hits) Scenario 2A: The Hydraulic Gradient Scenario 2A: The Relative Excess Hydraulic Gradient Scenario 2B: Coarse Sands (4831 Hits) Scenario 2B: The Hydraulic Gradient Scenario 2B: The Relative Excess Hydraulic Gradient Scenario 3: Gravels (4782 Hits) Scenario 3: The Hydraulic Gradient Scenario 3: The Relative Excess Hydraulic Gradient Standard Graphs (1653 Hits) Subpages: Dp=0.0254 m (1 inch) (33767 Hits) 11: Dp=0.0254 m, Wasp, Wilson & SRC versus DHLLDV 10: Dp=0.0254 m, A Comparison Of Different Models 06: Dp=0.0254 m, The Transition Heterogeneous-Homogeneous Flow Regimes 05: Dp=0.0254 m, The Limit Deposit Velocity, Slip Factor & The Bed Fraction 04: Dp=0.0254 m, Graded Sands & Gravels, 9 Fractions 03: Dp=0.0254 m, Graded Sands & Gravels, d=1 mm 02: Dp=0.0254 m, Uniform Sands & Gravels, 9 Particle Diameters 01: Dp=0.0254 m, Uniform Sands & Gravels, d=1 mm Dp=0.0508 m (2 inch) (28271 Hits) 11: Dp=0.0508 m, Wasp, Wilson & SRC versus DHLLDV 10: Dp=0.0508 m, A Comparison Of Different Models 06: Dp=0.0508 m, The Transition Heterogeneous-Homogeneous Flow Regimes 05: Dp=0.0508 m, The Limit Deposit Velocity, Slip Factor & The Bed Fraction 04: Dp=0.0508 m, Graded Sands & Gravels, 9 Fractions 03: Dp=0.0508 m, Graded Sands & Gravels, d=1 mm 02: Dp=0.0508 m, Uniform Sands & Gravels, 9 Particle Diameters 01: Dp=0.0508 m, Uniform Sands & Gravels, d=1 mm Dp=0.1016 m (4 inch) (27001 Hits) 11: Dp=0.1016 m, Wasp, Wilson & SRC versus DHLLDV 10: Dp=0.1016 m, A Comparison Of Different Models 06: Dp=0.1016 m, The Transition Heterogeneous-Homogeneous Flow Regimes 05: Dp=0.1016 m, The Limit Deposit Velocity, Slip Factor & The Bed Fraction 04: Dp=0.1016 m, Graded Sands & Gravels, 9 Fractions 03: Dp=0.1016 m, Graded Sands & Gravels, d=1 mm 02: Dp=0.1016 m, Uniform Sands & Gravels, 9 Particle Diameters 01: Dp=0.1016 m, Uniform Sands & Gravels, d=1 mm Dp=0.1524 m (6 inch) (27574 Hits) 11: Dp=0.1524 m, Wasp, Wilson & SRC versus DHLLDV 10: Dp=0.1524 m, A Comparison Of Different Models 06: Dp=0.1524 m, The Transition Heterogeneous-Homogeneous Flow Regimes 05: Dp=0.1524 m, The Limit Deposit Velocity, Slip Factor & The Bed Fraction 04: Dp=0.1524 m, Graded Sands & Gravels, 9 Fractions 03: Dp=0.1524 m, Graded Sands & Gravels, d=1 mm 02: Dp=0.1524 m, Uniform Sands & Gravels, 9 Particle Diameters 01: Dp=0.1524 m, Uniform Sands & Gravels, d=1 mm Dp=0.2032 m (8 inch) (27451 Hits) 11: Dp=0.2032 m, Wasp, Wilson & SRC versus DHLLDV 10: Dp=0.2032 m, A Comparison Of Different Models 06: Dp=0.2032 m, The Transition Heterogeneous-Homogeneous Flow Regimes 05: Dp=0.2032 m, The Limit Deposit Velocity, Slip Factor & The Bed Fraction 04: Dp=0.2032 m, Graded Sands & Gravels, 9 Fractions 03: Dp=0.2032 m, Graded Sands & Gravels, d=1 mm 02: Dp=0.2032 m, Uniform Sands & Gravels, 9 Particle Diameters 01: Dp=0.2032 m, Uniform Sands & Gravels, d=1 mm Dp=0.2540 m (10 inch) (24023 Hits) 11: Dp=0.2540 m, Wasp, Wilson & SRC versus DHLLDV 10: Dp=0.2540 m, A Comparison Of Different Models 06: Dp=0.2540 m, The Transition Heterogeneous-Homogeneous Flow Regimes 05: Dp=0.2540 m, The Limit Deposit Velocity, Slip Factor & The Bed Fraction 04: Dp=0.2540 m, Graded Sands & Gravels, 9 Fractions 03: Dp=0.2540 m, Graded Sands & Gravels, d=1 mm 02: Dp=0.2540 m, Uniform Sands & Gravels, 9 Particle Diameters 01: Dp=0.2540 m, Uniform Sands & Gravels, d=1 mm Dp=0.3000 m (about 12 inch) (27467 Hits) 11: Dp=0.3000 m, Wasp, Wilson & SRC versus DHLLDV 10: Dp=0.3000 m, A Comparison Of Different Models 06: Dp=0.3000 m, The Transition Heterogeneous-Homogeneous Flow Regimes 05: Dp=0.3000 m, The Limit Deposit Velocity, Slip Factor & The Bed Fraction 04: Dp=0.3000 m, Graded Sands & Gravels, 9 Fractions 03: Dp=0.3000 m, Graded Sands & Gravels, d=1 mm 02: Dp=0.3000 m, Uniform Sands & Gravels, 9 Particle Diameters 01: Dp=0.3000 m, Uniform Sands & Gravels, d=1 mm Dp=0.4000 m (about 16 inch) (27781 Hits) 11: Dp=0.4000 m, Wasp, Wilson & SRC versus DHLLDV 10: Dp=0.4000 m, A Comparison Of Different Models 06: Dp=0.4000 m, The Transition Heterogeneous-Homogeneous Flow Regimes 05: Dp=0.4000 m, The Limit Deposit Velocity, Slip Factor & The Bed Fraction 04: Dp=0.4000 m, Graded Sands & Gravels, 9 Fractions 03: Dp=0.4000 m, Graded Sands & Gravels, d=1 mm 02: Dp=0.4000 m, Uniform Sands & Gravels, 9 Particle Diameters 01: Dp=0.4000 m, Uniform Sands & Gravels, d=1 mm Dp=0.5000 m (about 20 inch) (25186 Hits) 11: Dp=0.5000 m, Wasp, Wilson & SRC versus DHLLDV 10: Dp=0.5000 m, A Comparison Of Different Models 06: Dp=0.5000 m, The Transition Heterogeneous-Homogeneous Flow Regimes 05: Dp=0.5000 m, The Limit Deposit Velocity, Slip Factor & The Bed Fraction 04: Dp=0.5000 m, Graded Sands & Gravels, 9 Fractions 03: Dp=0.5000 m, Graded Sands & Gravels, d=1 mm 02: Dp=0.5000 m, Uniform Sands & Gravels, 9 Particle Diameters 01: Dp=0.5000 m, Uniform Sands & Gravels, d=1 mm Dp=0.6000 m (about 24 inch) (23884 Hits) 11: Dp=0.6000 m, Wasp, Wilson & SRC versus DHLLDV 10: Dp=0.6000 m, A Comparison Of Different Models 06: Dp=0.6000 m, The Transition Heterogeneous-Homogeneous Flow Regimes 05: Dp=0.6000 m, The Limit Deposit Velocity, Slip Factor & The Bed Fraction 03: Dp=0.6000 m, Graded Sands & Gravels, d=1 mm 02: Dp=0.6000 m, Uniform Sands & Gravels, 9 Particle Diameters 01: Dp=0.6000 m, Uniform Sands & Gravels, d=1 mm 04: Dp=0.6000 m, Graded Sands & Gravels, 9 Fractions Dp=0.7000 m (about 28 inch) (20020 Hits) 11: Dp=0.7000 m, Wasp, Wilson & SRC versus DHLLDV 10: Dp=0.7000 m, A Comparison Of Different Models 06: Dp=0.7000 m, The Transition Heterogeneous-Homogeneous Flow Regimes 05: Dp=0.7000 m, The Limit Deposit Velocity, Slip Factor & The Bed Fraction 04: Dp=0.7000 m, Graded Sands & Gravels, 9 Fractions 03: Dp=0.7000 m, Graded Sands & Gravels, d=1 mm 02: Dp=0.7000 m, Uniform Sands & Gravels, 9 Particle Diameters 01: Dp=0.7000 m, Uniform Sands & Gravels, d=1 mm Dp=0.7620 m (30 inch) (24389 Hits) 02: Dp=0.7620 m, Uniform Sands & Gravels, 9 Particle Diameters 03: Dp=0.7620 m, Graded Sands & Gravels, d=1 mm 10: Dp=0.7620 m, A Comparison Of Different Models 05: Dp=0.7620 m, The Limit Deposit Velocity, Slip Factor & The Bed Fraction 06: Dp=0.7620 m, The Transition Heterogeneous-Homogeneous Flow Regimes 01: Dp=0.7620 m, Uniform Sands & Gravels, d=1 mm 04: Dp=0.7620 m, Graded Sands & Gravels, 9 Fractions 11: Dp=0.7620 m, Wasp, Wilson & SRC versus DHLLDV Dp=0.8000 m (about 32 inch) (20006 Hits) 11: Dp=0.8000 m, Wasp, Wilson & SRC versus DHLLDV 10: Dp=0.8000 m, A Comparison Of Different Models 06: Dp=0.8000 m, The Transition Heterogeneous-Homogeneous Flow Regimes 05: Dp=0.8000 m, The Limit Deposit Velocity, Slip Factor & The Bed Fraction 04: Dp=0.8000 m, Graded Sands & Gravels, 9 Fractions 03: Dp=0.8000 m, Graded Sands & Gravels, d=1 mm 02: Dp=0.8000 m, Uniform Sands & Gravels, 9 Particle Diameters 01: Dp=0.8000 m, Uniform Sands & Gravels, d=1 mm Dp=0.9000 m (about 36 inch) (20178 Hits) 11: Dp=0.9000 m, Wasp, Wilson & SRC versus DHLLDV 10: Dp=0.9000 m, A Comparison Of Different Models 06: Dp=0.9000 m, The Transition Heterogeneous-Homogeneous Flow Regimes 05: Dp=0.9000 m, The Limit Deposit Velocity, Slip Factor & The Bed Fraction 04: Dp=0.9000 m, Graded Sands & Gravels, 9 Fractions 03: Dp=0.9000 m, Graded Sands & Gravels, d=1 mm 02: Dp=0.9000 m, Uniform Sands & Gravels, 9 Particle Diameters 01: Dp=0.9000 m, Uniform Sands & Gravels, d=1 mm Dp=1.0000 m (about 40 inch) (19662 Hits) 11: Dp=1.0000 m, Wasp, Wilson & SRC versus DHLLDV 10: Dp=1.0000 m, A Comparison Of Different Models 06: Dp=1.0000 m, The Transition Heterogeneous-Homogeneous Flow Regimes 05: Dp=1.0000 m, The Limit Deposit Velocity, Slip Factor & The Bed Fraction 04: Dp=1.0000 m, Graded Sands & Gravels, 9 Fractions 03: Dp=1.0000 m, Graded Sands & Gravels, d=1 mm 02: Dp=1.0000 m, Uniform Sands & Gravels, 9 Particle Diameters 01: Dp=1.0000 m, Uniform Sands & Gravels, d=1 mm Dp=1.1000 m (about 44 inch) (38642 Hits) 11: Dp=1.1000 m, Wasp, Wilson & SRC versus DHLLDV 10: Dp=1.1000 m, A Comparison Of Different Models 06: Dp=1.1000 m, The Transition Heterogeneous-Homogeneous Flow Regimes 05: Dp=1.1000 m, The Limit Deposit Velocity, Slip Factor & The Bed Fraction 04: Dp=1.1000 m, Graded Sands & Gravels, 9 Fractions 03: Dp=1.1000 m, Graded Sands & Gravels, d=1 mm 02: Dp=1.1000 m, Uniform Sands & Gravels, 9 Particle Diameters 01: Dp=1.1000 m, Uniform Sands & Gravels, d=1 mm Dp=1.2000 m (about 48 inch) (22700 Hits) 11: Dp=1.2000 m, Wasp, Wilson & SRC versus DHLLDV 10: Dp=1.2000 m, A Comparison Of Different Models 06: Dp=1.2000 m, The Transition Heterogeneous-Homogeneous Flow Regimes 05: Dp=1.2000 m, The Limit Deposit Velocity, Slip Factor & The Bed Fraction 04: Dp=1.2000 m, Graded Sands & Gravels, 9 Fractions 03: Dp=1.2000 m, Graded Sands & Gravels, d=1 mm 02: Dp=1.2000 m, Uniform Sands & Gravels, 9 Particle Diameters 01: Dp=1.2000 m, Uniform Sands & Gravels, d=1 mm Summary with 6 pipe diameters (53518 Hits) 02 The Relative Excess Hydraulic Gradient, Cvt, Uniform Sands & Gravels 01 The Relative Excess Hydraulic Gradient, Cvs, Uniform Sands & Gravels 04 The Durand Froude number FL for the Limit Deposit Velocity, Uniform Sands & Gravels 05 The Bed Height & Slip Factor, Uniform Sands & Gravels 06B The Relative Excess Hydraulic Gradient, Graded Sands & Gravels, Cvt 08 Comparing 12 Models based on the transition heterogeneous-homogeneous 03 The Limit Deposit Velocity, Uniform Sands & Gravels 07 The Bed Height & Slip Factor, Graded Sands & Gravels 09 Comparing 22 Models based on the Relative Excess Hydraulic Gradient 06A The Relative Excess Hydraulic Gradient, Graded Sands & Gravels, Cvs 10 Comparing Heterogeneous Models based on the Relative Excess Hydraulic Gradient Experimental Data (1582 Hits) Subpages: 1978 Kazanskij (51439 Hits) 01 Kazanskij (1978) Comparing Models 02 Silin et al. (1958) Sand ,Dp=0.103 m, d=0.38 mm 03 Silin et al. (1958) Sand ,Dp=0.206 m, d=0.34 mm 04 Silin et al. (1958) Sand ,Dp=0.410 m, d=0.27 mm 05 Silin et al. (1958) Sand ,Dp=0.614 m, d=0.30 mm 06 Silin et al. (1958) Sand ,Dp=0.800 m, d=0.30 mm 07 Silin et al. (1958) Sand ,Dp=0.900 m, d=0.30 mm 08 Fuhrboter (1961) Sand ,Dp=0.300 m, d=0.26 mm 09 Fuhrboter (1961) Sand ,Dp=0.300 m, d=0.44 mm 10 Fuhrboter (1961) Sand ,Dp=0.300 m, d=0.83 mm 11 Karasik (1973) Sand ,Dp=0.307 m, d=0.20 mm 12 Kazanskij (1978) Sand ,Dp=0.450 m, d=0.426 mm 1955 Newitt et al. (49776 Hits) 02 Newitt et al. (1955) Heterogeneous 01 Newitt et al. (1955) Flow Regimes 03 Newitt et al. (1955) Sliding Bed 04 Newitt et al. (1955) Coal 05 Newitt et al. (1955) Gravel 06 Newitt et al. (1955) MnO2 07 Newitt et al. (1955) Sand B 08 Newitt et al. (1955) Sand C 10 Newitt et al. (1955) Gravel E 09 Newitt et al. (1955) Sand D 1952 Durand & Condolios (44632 Hits) 07 Durand & Condolios (1952) All Experiments 08 Durand & Condolios (1955) Limit Deposit Velocity 06 Durand & Condolios (1952) Diameters & Concentrations 01 Durand & Condolios (1952) Dp=0.0406 m, d=0.04 mm 02 Durand & Condolios (1952) Dp=0.15 m, d=0.44 mm 03 Durand & Condolios (1952) Dp=0.15 m, d=2.04 mm 04 Durand & Condolios (1952) Dp=0.15 m, d=0.44 mm 05 Durand & Condolios (1952) Dp=0.15 m, d=2.04 mm 1955 Worster & Denny (5504 Hits) 01 Worster & Denny (1955) 1967 Zandi & Govatos (5314 Hits) 01 Zandi & Govatos (1967) All Data 1960 Gibert (44729 Hits) 07 Gibert (1960) All Experiments 08 Gibert (1960) Particle Froude Number 09 Gibert (1960) Limit Deposit Velocity 01 Gibert (1960) Sands & Gravels 02 Gibert (1960) Dp=0.15 m, d=0.20 mm 03 Gibert (1960) Dp=0.15 m, d=0.37 mm 04 Gibert (1960) Dp=0.15 m, d=0.89 mm 05 Gibert (1960) Dp=0.15 m, d=2.04 mm 06 Gibert (1960) Dp=0.15 m, d=4.2 mm 1977 Turian & Yuan (5283 Hits) 01 Turian & Yuan (1977) correlations 1972 Yagi et al. (34424 Hits) 01 Yagi et al. (1972) Sand all 02 Yagi et al. (1972) Gravel all 03 Yagi et al. (1972) Limit Deposit Velocity 04 Yagi et al. (1972) Different Sands & Gravels 05 Yagi et al. (1972) Slip Ratio 06 Yagi et al. (1972) Coarse Sand, Dp=0.1552 m, d=0.91 mm. 07 Yagi et al. (1972) Gravel, Dp=0.0807 m, d=8.00 mm. 1906 Blatch (17653 Hits) 01 Blatch (1906) Two Sands 02 Blatch (1906) d=0.20 mm 03 Blatch (1906) d=0.55 mm 04 Blatch (1906) d=0.20 mm Copper Pipe 05 Blatch (1906) d=0.55 mm Copper Pipe 06 Blatch (1906) d=0.55 mm Steel Pipe 1970 Babcock (12905 Hits) 01 Babcock (1970) All Data 02 Babcock (1970) Concentrations 03 Babcock (1970) Figure 7 & 8 04 Babcock (1970) Figure 9 1937 OBrien & Folsom (7447 Hits) 01 OBrien & Folsom (1937) Homogeneous Transport d=0.17 mm 02 OBrien & Folsom (1937) Homogeneous Transport d=0.27 mm 1952 Soleil & Ballade (16984 Hits) 01 Soleil & Ballade (1952) Dp=0.58 m, d=0.45 mm 02 Soleil & Ballade (1952) Dp=0.58 m, d=0.55 mm 03 Soleil & Ballade (1952) Dp=0.58 m, d=0.64 mm 04 Soleil & Ballade (1952) Dp=0.70 m, d=0.45 mm 05 Soleil & Ballade (1952) Dp=0.70 m, d=0.55 mm 06 Soleil & Ballade (1952) Dp=0.70 m, d=0.64 mm 1961 Fuhrboter (25432 Hits) 02 Fuhrboter (1961) Dp=0.30 m, d=0.26 mm 03 Fuhrboter (1961) Dp=0.30 m, d=0.44 mm 04 Fuhrboter (1961) Dp=0.30 m, d=0.83 mm 01 Fuhrboter (1961) Sk & Skt 05 Fuhrboter (1961) LDV 1965 Thomas (4946 Hits) 01 Thomas (1965) Apparent Viscosity 1976 Thomas (71721 Hits) 01 Thomas (1976) Coal ,Dp=0.0522 m, d=0.19 mm 02 Thomas (1976) Coal ,Dp=0.1075 m, d=0.19 mm 03 Thomas (1976) Coal ,Dp=0.1585 m, d=0.19 mm 04 Thomas (1976) Coal ,Dp=0.2085 m, d=0.19 mm 05 Thomas (1976) Coal ,Dp=0.2631 m, d=0.19 mm 06 Thomas (1976) Coal ,Dp=0.3150 m, d=0.19 mm 07 Thomas (1976) Iron Ore ,Dp=0.1075 m, d=0.04 mm 08 Thomas (1976) Iron Ore ,Dp=0.1585 m, d=0.04 mm 09 Thomas (1976) Iron Ore ,Dp=0.2085 m, d=0.04 mm 10 Thomas (1976) Iron Ore ,Dp=0.2631 m, d=0.04 mm 11 Thomas (1976) Iron Ore ,Dp=0.3150 m, d=0.04 mm 12 Thomas (1976) Sand ,Dp=0.0522 m, d=0.18 mm 13 Thomas (1976) Sand ,Dp=0.1075 m, d=0.18 mm 14 Thomas (1976) Sand ,Dp=0.1585 m, d=0.18 mm 15 Thomas (1976) Sand ,Dp=0.2631 m, d=0.18 mm 16 Thomas (1976) Sand ,Dp=0.3150 m, d=0.18 mm 17 Thomas (1976) Sand ,Dp=0.0522 m, d=0.48 mm 18 Thomas (1976) Sand ,Dp=0.1075 m, d=0.48 mm 1958 Silin et al. (41900 Hits) 06 Silin et al. (1958) Sand ,Dp=0.614 m, d=0.29 mm 08 Silin et al. (1958) Sand ,Dp=0.900 m, d=0.25 mm 07 Silin et al. (1958) Sand ,Dp=0.800 m, d=0.33 mm 01 Silin et al. (1958) Sand ,Dp=0.024 m, d=0.16 mm 02 Silin et al. (1958) Sand ,Dp=0.024 m, d=0.34 mm 03 Silin et al. (1958) Sand ,Dp=0.103 m, d=0.41 mm 04 Silin et al. (1958) Sand ,Dp=0.206 m, d=0.34 mm 05 Silin et al. (1958) Sand ,Dp=0.410 m, d=0.23 mm 1938 Howard (5043 Hits) 01 Howard (1938) 1939 Siegfried (5388 Hits) 01 Siegfried (1939) 1980 Kazanskij (7711 Hits) 01 Kazanskij (1980) Sand ,Dp=0.50 m, d=1.5 mm, Low Concentration 02 Kazanskij (1980) Sand ,Dp=0.50 m, d=1.5 mm, High Concentration 1987 Doron & Barnea (27132 Hits) 01 Doron & Barnea (1987) Acetal ,Dp=0.0508 m, d=3.0 mm, Cvt=0.05 02 Doron & Barnea (1987) Acetal ,Dp=0.0508 m, d=3.0 mm, Cvt=0.08 03 Doron & Barnea (1987) Acetal ,Dp=0.0508 m, d=3.0 mm, Cvt=0.12 04 Doron & Barnea (1987) Acetal ,Dp=0.0508 m, d=3.0 mm, Cvt=0.15 05 Doron & Barnea (1987) Acetal ,Dp=0.0508 m, d=3.0 mm, Cvt=0.187 06 Doron & Barnea (1987) Acetal, LSDV & Minimum Hydraulic Gradient 1971 Kazanskij (5434 Hits) 01 Kazanskij (1971) Sand ,Dp=0.0508 m, d=0.2 mm 1967 Wiedenroth (17806 Hits) 01 Wiedenroth (1967) Sand ,Dp=0.125 m, d=2.2 mm, low concentration. 02 Wiedenroth (1967) Sand ,Dp=0.125 m, d=2.2 mm, high concentration. 03 Wiedenroth (1967) Gravel ,Dp=0.125 m, d=4.45 mm. 04 Wiedenroth (1967) Gravel ,Dp=0.125 m, d=5.95 mm. 05 Wiedenroth (1967) Sand ,Dp=0.125 m, d=0.2 mm. 06 Wiedenroth (1967) Sand ,Dp=0.125 m, d=0.9 mm. 1979 Boothroyde (13233 Hits) 01 Boothroyde (1979) Gravel ,Dp=0.20 m, d=4.3 mm. 02 Boothroyde (1979) Gravel ,Dp=0.20 m, d=10.0 mm. 03 Boothroyde (1979) Markham Fines ,Dp=0.20 m, d=0.20 mm. 04 Boothroyde (1979) Markham Fines ,Dp=0.20 m, d=0.20 mm, with Thomas (1965) viscosity. 1982 Clift (22404 Hits) 01 Clift (1982) Crushed Granite Narrow Graded ,Dp=0.2032 m, d=0.68 mm. 02 Clift (1982) Crushed Granite Narrow Graded ,Dp=0.44 m, d=0.68 mm. 03 Clift (1982) Crushed Granite Broad Graded ,Dp=0.2032 m, d=0.68 mm. 04 Clift (1982) Sand, Dp=0.49 m, d=0.60 mm. 06 Clift (1982) Masonry Sand, Dp=0.44 m, d=0.42 mm. 05 Clift (1982) Masonry Sand, Dp=0.2032 m, d=0.42 mm. 07 Clift (1982) Foundry Sand, Dp=0.2032 m, d=0.29 mm. 08 Clift (1982) Foundry Sand, Dp=0.44 m, d=0.29 mm. 2014 Vlasak (5672 Hits) 01 Vlasak (2014) Gravel, Dp=0.10 m, d=11.0 mm. Publications Slurry Transport (1695 Hits) Subpages: DHLLDV Publications (3267 Hits) Other Publications on Slurry Transport by S.A.Miedema (4506 Hits) Publications by other authors (6641 Hits) 2 Layer Model (38365 Hits) 01 Wilson (1992) Hydrostatic Stress Approach with the Televantos (1979) Bed Shear Stress Approach 02 Miedema & Ramsdell (2014) Normal Stress Approach with the Televantos (1979) Bed Shear Stress Approach 03 Miedema & Ramsdell (2014) Weight Approach with the Televantos (1979) Bed Shear Stress Approach 04 Wilson (1992) Hydrostatic Stress Approach with the Miedema & Matousek (2014) Bed Shear Stress Approach 05 Miedema & Ramsdell (2014) Normal Stress Approach with the Miedema & Matousek (2014) Bed Shear Stress Approach 06 Miedema & Ramsdell (2014) Weight Approach with the Miedema & Matousek (2014) Bed Shear Stress Approach 07 Summary: The Hydraulic Gradient, Cvs 08 Summary: The Relative Excess Hydraulic Gradient, Cvs 09 Summary: The Hydraulic Gradient, Cvt 10 Summary: The Relative Excess Hydraulic Gradient, Cvt 11 Summary: The Normalised ExcessHydraulic Gradient, Cvt 12 The Wilson (1992) & Wilson (1997) Fit Functions Animations (1534 Hits) Subpages: Animations Large & Slow (3019 Hits) Animations Small & Fast (2835 Hits) 3 Layer Model + Download Excel Workbook (40028 Hits) 06 Miedema & Ramsdell (2014) Weight Approach with the Miedema & Matousek (2014) Bed Shear Stress Approach 12 Comparing 2LM & 3LM 01 Wilson (1992) Hydrostatic Stress Approach with the Televantos (1979) Bed Shear Stress Approach 02 Miedema & Ramsdell (2014) Normal Stress Approach with the Televantos (1979) Bed Shear Stress Approach 03 Miedema & Ramsdell (2014) Weight Approach with the Televantos (1979) Bed Shear Stress Approach 04 Wilson (1992) Hydrostatic Stress Approach with the Miedema & Matousek (2014) Bed Shear Stress Approach 05 Miedema & Ramsdell (2014) Normal Stress Approach with the Miedema & Matousek (2014) Bed Shear Stress Approach 07 Summary: The Hydraulic Gradient, Cvs 08 Summary: The Relative Excess Hydraulic Gradient, Cvs 09 Summary: The Hydraulic Gradient, Cvt 10 Summary: The Relative Excess Hydraulic Gradient, Cvt 11 Summary: The Normalised ExcessHydraulic Gradient, Cvt

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