ISBN: 9780727733559 - tables for the hydraulic design of pipes, sewers and channels volume i: 2 (24 resultados)

Condición: Brand New. New. US edition. Expediting shipping for all USA and Europe orders excluding PO Box. Excellent Customer Service.

Condición: New. This is a Brand-new US Edition. This Item may be shipped from US or any other country as we have multiple locations worldwide.

Hardcover. Condición: Good. This is a used book in good condition. Former library book with usual stamps and stickers. The cover shows moderate wear, such as edge rubbing, small creases, or light scratches. Pages are clean and readable, with minimal markings or highlighting (if any). Binding remains solid. Professionally inspected and packed with care. Supplemental materials such as access codes, CDs, or DVDs are not guaranteed, even if the item originally came with them when new. The image shown is a stock photo used for reference purposes only. The actual item may vary slightly in appearance. This item is stored at a remote fulfillment location, so uploading individual photos is not possible.…

Condición: New.

Hardcover. Condición: new. Hardcover. In 1996 a new approach for calculating the axial capacity of driven piles in sand and clay was published by the Marine Technology Directorate (MTD). The design methods are based on four large research projects into offshore pile behaviour at Imperial College London, and co-funded by Industry and MTD. Axial capacity is often the governing criterion when designing driven piles and the approach has been applied world-wide since 1996 in offshore, marine and onshore projects. The new approach is based on effective stress measurements and provides greater reliability and accuracy when compared to existing design methods. This second edition, published by Thomas Telford Ltd, broadens and updates the original work. Contributions are added by Lehane, Overy and standing, that emphasise the wide range of potential civil engineering applications, report relevant research completed since 1996 and refer to lessons learned through several years of practical application.Substantial new sections are included on the selection of appropriate factors of safety, the selection of geotechnical parameters, case histories, non-cylindrical pile shapes, ageing processes, a wider range of soil types (including calcareous sands), group action and cyclic/seismic loading. This book is the first of two self-supporting volumes that make up the 8th edition of Tables for the Hydraulic Design of Pipes, Sewers and Channels. It presents Tables A to provide a comprehensive range of solutions of the Colebrook-White equation, covering standard diameters from 20 mm to 4000 mm plus 4500 mm. Shipping may be from multiple locations in the US or from the UK, depending on stock availability.…

Hardback. Condición: New. 8th Edition. This book is the first of two self-supporting volumes that make up the 8th edition of Tables for the Hydraulic Design of Pipes, Sewers and Channels. It presents Tables A to provide a comprehensive range of solutions of the Colebrook-White equation, covering standard diameters from 20 mm to 4000 mm plus 4500 mm. These tables are in the format established in previous editions, with sequences of tables for incrementally varying roughness sizes. A new setting adopts 50 gradient increments per order of magnitude change, upgrading from the 35 increment system of previous editions.…

HRD. Condición: New. New Book. Shipped from UK. Established seller since 2000.

Condición: new.

Condición: New.

Condición: As New. Unread book in perfect condition.

Condición: New. pp. 426 Illus.

Condición: New.

Condición: New. In English.

Condición: As New. Unread book in perfect condition.

Hardback. Condición: New. 8th Edition. This book is the first of two self-supporting volumes that make up the 8th edition of Tables for the Hydraulic Design of Pipes, Sewers and Channels. It presents Tables A to provide a comprehensive range of solutions of the Colebrook-White equation, covering standard diameters from 20 mm to 4000 mm plus 4500 mm. These tables are in the format established in previous editions, with sequences of tables for incrementally varying roughness sizes. A new setting adopts 50 gradient increments per order of magnitude change, upgrading from the 35 increment system of previous editions.…

Condición: Used. pp. 426 8th Edition.

Hardcover. Condición: Brand New. 8th edition. 426 pages. 11.73x8.43x1.18 inches. In Stock.

Condición: Used. pp. 426.

Condición: New.

Hardback. Condición: New. 8th Edition. This book is the first of two self-supporting volumes that make up the 8th edition of Tables for the Hydraulic Design of Pipes, Sewers and Channels. It presents Tables A to provide a comprehensive range of solutions of the Colebrook-White equation, covering standard diameters from 20 mm to 4000 mm plus 4500 mm. These tables are in the format established in previous editions, with sequences of tables for incrementally varying roughness sizes. A new setting adopts 50 gradient increments per order of magnitude change, upgrading from the 35 increment system of previous editions.…

Hardback. Condición: New. 8th Edition. This book is the first of two self-supporting volumes that make up the 8th edition of Tables for the Hydraulic Design of Pipes, Sewers and Channels. It presents Tables A to provide a comprehensive range of solutions of the Colebrook-White equation, covering standard diameters from 20 mm to 4000 mm plus 4500 mm. These tables are in the format established in previous editions, with sequences of tables for incrementally varying roughness sizes. A new setting adopts 50 gradient increments per order of magnitude change, upgrading from the 35 increment system of previous editions.…

Hardcover. Condición: Like New. LIKE NEW. SHIPS FROM MULTIPLE LOCATIONS. book.

Hardcover. Condición: new. Hardcover. In 1996 a new approach for calculating the axial capacity of driven piles in sand and clay was published by the Marine Technology Directorate (MTD). The design methods are based on four large research projects into offshore pile behaviour at Imperial College London, and co-funded by Industry and MTD. Axial capacity is often the governing criterion when designing driven piles and the approach has been applied world-wide since 1996 in offshore, marine and onshore projects. The new approach is based on effective stress measurements and provides greater reliability and accuracy when compared to existing design methods. This second edition, published by Thomas Telford Ltd, broadens and updates the original work. Contributions are added by Lehane, Overy and standing, that emphasise the wide range of potential civil engineering applications, report relevant research completed since 1996 and refer to lessons learned through several years of practical application.Substantial new sections are included on the selection of appropriate factors of safety, the selection of geotechnical parameters, case histories, non-cylindrical pile shapes, ageing processes, a wider range of soil types (including calcareous sands), group action and cyclic/seismic loading. This book is the first of two self-supporting volumes that make up the 8th edition of Tables for the Hydraulic Design of Pipes, Sewers and Channels. It presents Tables A to provide a comprehensive range of solutions of the Colebrook-White equation, covering standard diameters from 20 mm to 4000 mm plus 4500 mm. Shipping may be from our Sydney, NSW warehouse or from our UK or US warehouse, depending on stock availability.…

Buch. Condición: Neu. Neuware - This book is the first of two self-supporting volumes that make up the 8th edition of Tables for the Hydraulic Design of Pipes, Sewers and Channels. It presents Tables A to provide a comprehensive range of solutions of the Colebrook-White equation, covering standard diameters from 20 mm to 4000 mm plus 4500 mm. These tables are in the format established in previous editions, with sequences of tables for incrementally varying roughness sizes. A new setting adopts 50 gradient increments per order of magnitude change, upgrading from the 35 increment system of previous editions.…