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War of the Worlds -- Paperback: Wells, H. G.: BOOKS KINOKUNIYA
Book Details
War of the Worlds -- Paperback
War of the Worlds -- Paperback
Publisher : Penguin Books Ltd
Published Date : 2012/04
Binding : Paperback
ISBN : 9780141199047

BookWeb Price : MYR 35.51
Kinokuniya Privilege Card member price : MYR 31.96

Availability Status : Available for order from suppliers.
Usually dispatches within 3 weeks.

Book Description

This is the "Penguin English Library Edition" of "The War of the Worlds" by H. G. Wells. 'Death!' I shouted. 'Death is coming! Death!' In this pioneering, shocking and nightmarish tale, naive suburban Londoners investigate a strange cylinder from space, but are instantly incinerated by an all-destroying heat-ray. Soon, gigantic killing machines that chase and feed on human prey are threatening the whole of humanity. A pioneering work of alien invasion fiction, "The War of the World's" journalistic style contrasts disturbingly with its horrifying visions of the human race under siege. "The Penguin English Library" - 100 editions of the best fiction in English, from the eighteenth century and the very first novels to the beginning of the First World War.BE BF BG BH BI BJ BL BM BN BO BR BS BT BV BW BY BZ CC CD CF CG CH CI CK CL CM CN CO CR CU CV CX CY CZ DE DJ DK DM DO DZ EC EE EG EH ER ES ET FI FJ FK FM FO FR GA GD GE GF GG GH GI GL GM GN GP GQ GR GS GT GU GW GY HK HM HN HR HT HU ID IL IM IN IO IQ IR IS IT JE JM JO JP KE KG KH KI KM KN KP KR KW KY KZ LA LB LC LI LK LR LS LT LU LV LY MA MC MD ME MF MG MH MK ML MM MN MO MP MQ MR MS MT MU MV MW MX MY MZ NA NC NE NF NG NI NL NO NP NR NU OM PA PE PF PG PH PK PL PM PN PR PS PT PW PY QA RE RO RS RU RW SA SB SC SD SE SG SH SI SJ SK SL SM SN SO SR ST SV SY SZ TC TD TF TG TH TJ TK TL TM TN TO TR TT TV TW TZ UA UG UM UY UZ VA VC VE VG VI VN VU WF WS YE YT ZM ZWvariation in water temperature within the normal water resources and drainage range of temperatures. Both volumes include a revised treatment of part-full flow in circular pipes and of the assessment of the effect of conduit shape on free-surface flow in general.

Contents
* Introductory survey, Review of hydraulic resistance, Application of the Colebrook-White equation in design and tabular displays of solutions. * Volume 1: Circular section pipelines and sewers flowing full; Non-circular cross-sections of flow-general principles; Part-full circular pipes-proportional flow approach; Non-circular cross-sections of flow-general approach; Illustrations of the basic procedures; Obtaining adjusted solutions as appropriate; Configuration modified measures of surface resistance; Other sources of resistance; Checks on mean velocity; Reynolds number and Froude number; Viscosities other than that of water at 15degree C; critical depth and critical discharge, gradually varied flow of prismatic channels, rapidly varied flow, Review, References, Nomenclature, Appendices, Tables of Colebrook- White solutions (Tables A1-A58), Tables of proportioning exponents (Tables B), Tables of properties of unit sections (Tables C), Annexure. * Volume II: A condensed tabular system for Colebrook-White Solutions; Tables of properties of unit sections (Tables C); Circular section pipelines and sewers flowing full, Non-circular cross-sections of flow-General principles, Partfull circular pipes pipes-proportional flow approach, Non-circular cross-sections of flow-general approach, illustration of basic procedures, basic solutions for trapezoidal open channel, Obtaining adjusted solutions for the preceding examples as appropriate, configuration modified measures of surface resistance, Basic Manning-Williamson solutions, other sources of resistance, Checks on mean velocity, Reynolds number and Froude number; Viscosities other than that of water at 15degree C, Critical depth and critical discharge; use of tables with data from natural channels; gradually varied flow in prismatic channels, Rapidly varied flow, Review, References, Nomenclature, Appendices, Tables of the properties of unit sections, with separate proportional discharge table for circular pipes only (Tables C), Values of mV and m Q deriving from the Manning equation (Tables D) and Values of mc deriving from Colebrook-White equation in conjunction with the Manning equation, and the Velocity ration V r(0.50) for half-fill flows in circular pipes (Tables E), Annexure.