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Co-creation of a patient engagement strategy in cancer research funding

Research involvement and engagement, 2023-09, Vol.9 (1), p.1-86, Article 86

2023

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Waterhammer Analysis—Essential and Easy (and Efficient)

Journal of environmental engineering (New York, N.Y.), 2005-08, Vol.131 (8), p.1123-1131

Wood, Don J

2005

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Hydraulic Transient Guidelines for Protecting Water Distribution Systems

Journal - American Water Works Association, 2005-05, Vol.97 (5), p.111-124

2005

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Effect of pressure–sensitive demand on surge analysis

Journal - American Water Works Association, 2009-04, Vol.101 (4), p.100-111

2009

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Pitfalls of water distribution model skeletonization for surge analysis

Journal - American Water Works Association, 2007-12, Vol.99 (12), p.87-98

2007

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Numerical methods for modeling transient flow in distribution systems

Journal - American Water Works Association, 2005-07, Vol.97 (7), p.104-115

2005

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Using the WCM for transient modeling of water distribution networks

Journal - American Water Works Association, 2009-02, Vol.101 (2), p.75-89

2009

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The need for comprehensive transient analysis of distribution systems

Journal - American Water Works Association, 2007-01, Vol.99 (1), p.112-123

2007

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A Lagrangian wave characteristic method for simulating transient water column separation

Journal - American Water Works Association, 2009-06, Vol.101 (6), p.64-73

2009

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Pressure surges in pipeline systems resulting from air releases

Journal - American Water Works Association, 2004-07, Vol.96 (7), p.88-94

2004

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Intrusion within a Simulated Water Distribution System due to Hydraulic Transients. I: Description of Test Rig and Chemical Tracer Method

Journal of environmental engineering (New York, N.Y.), 2004-07, Vol.130 (7), p.774-777

2004

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Intrusion within a Simulated Water Distribution System due to Hydraulic Transients. II: Volumetric Method and Comparison of Results

Journal of environmental engineering (New York, N.Y.), 2004-07, Vol.130 (7), p.778-783

2004

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Improved Operation of Water Distribution Systems Using Variable-Speed Pumps

Journal of energy engineering, 1998-12, Vol.124 (3), p.90-103

1998

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Pressure-Flow Relationships for DistributionSystem Connections

Journal of hydraulic engineering (New York, N.Y.), 2000-10, Vol.126 (10), p.786-791

2000

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Non-contacting Busbars for Advanced Cell Structures Using Low Temperature Copper Paste

Energy procedia, 2015, Vol.67, p.101-107

2015

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Passivated Busbars from Screen-printed Low-temperature Copper Paste

Energy procedia, 2014, Vol.55, p.724-732

2014

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Explicit Calculation of Pipe‐Network Parameters

Journal of hydraulic engineering (New York, N.Y.), 1990-11, Vol.116 (11), p.1329-1344

1990

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Waterhammer analysis : Eessential and easy (and efficient)

Journal of environmental engineering (New York, N.Y.), 2005, Vol.131 (8), p.1123-1131

WOOD, Don J

2005

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Modified Pipe Network Model for Incorporating Peak Demand Requirements

Journal of water resources planning and management, 1998-09, Vol.124 (5), p.296-299

1998

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Explicit Pipe Network Calibration

Journal of water resources planning and management, 1986-04, Vol.112 (2), p.166-182

1986

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Erratum: "Modeling Pipe Networks Dominated by Junctions" (August, 1993, Vol. 119, No. 8)

Journal of hydraulic engineering (New York, N.Y.), 1994-12, Vol.120 (12), p.1493-1493

1994

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Closure to “ Modeling Pipe Networks Dominated by Junctions ” by Don J. Wood, L. Srinivasa Reddy, and J. E. Funk (August, 1993, Vol. 119, No. 8)

Journal of hydraulic engineering (New York, N.Y.), 1994-12, Vol.120 (12), p.1492-1493

1994

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Modeling Pipe Networks Dominated by Junctions

Journal of hydraulic engineering (New York, N.Y.), 1993-08, Vol.119 (8), p.949-958

1993

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PHARMACOLOGIC AND BIOCHEMICAL CONSIDERATIONS OF DIMETHYL SULFOXIDE

Annals of the New York Academy of Sciences, 1975-01, Vol.243 (1), p.7-19

1975

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Application of pressure monitoring and modelling to detect and minimize low pressure events in distribution systems

Aqua (London), 2005-03, Vol.54 (2), p.65-81

2005

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Co-creation of a patient engagement strategy in cancer research funding

Waterhammer Analysis—Essential and Easy (and Efficient)

Hydraulic Transient Guidelines for Protecting Water Distribution Systems

Effect of pressure–sensitive demand on surge analysis

Pitfalls of water distribution model skeletonization for surge analysis

Numerical methods for modeling transient flow in distribution systems

Using the WCM for transient modeling of water distribution networks

The need for comprehensive transient analysis of distribution systems

A Lagrangian wave characteristic method for simulating transient water column separation

Pressure surges in pipeline systems resulting from air releases

Intrusion within a Simulated Water Distribution System due to Hydraulic Transients. I: Description of Test Rig and Chemical Tracer Method

Intrusion within a Simulated Water Distribution System due to Hydraulic Transients. II: Volumetric Method and Comparison of Results

Improved Operation of Water Distribution Systems Using Variable-Speed Pumps

Pressure-Flow Relationships for DistributionSystem Connections

Non-contacting Busbars for Advanced Cell Structures Using Low Temperature Copper Paste

Passivated Busbars from Screen-printed Low-temperature Copper Paste

Explicit Calculation of Pipe‐Network Parameters

Waterhammer analysis : Eessential and easy (and efficient)

Modified Pipe Network Model for Incorporating Peak Demand Requirements

Explicit Pipe Network Calibration

Erratum: "Modeling Pipe Networks Dominated by Junctions" (August, 1993, Vol. 119, No. 8)

Closure to “ Modeling Pipe Networks Dominated by Junctions ” by Don J. Wood, L. Srinivasa Reddy, and J. E. Funk (August, 1993, Vol. 119, No. 8)

Modeling Pipe Networks Dominated by Junctions

PHARMACOLOGIC AND BIOCHEMICAL CONSIDERATIONS OF DIMETHYL SULFOXIDE

Application of pressure monitoring and modelling to detect and minimize low pressure events in distribution systems

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