{"id":78876,"date":"2024-10-17T18:26:41","date_gmt":"2024-10-17T18:26:41","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asce-9780784406311-2002\/"},"modified":"2024-10-24T19:38:25","modified_gmt":"2024-10-24T19:38:25","slug":"asce-9780784406311-2002","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asce\/asce-9780784406311-2002\/","title":{"rendered":"ASCE 9780784406311 2002"},"content":{"rendered":"

Henry Falvey compiles a comprehensive handbook on the hydraulic design of labyrinth spillways — from theory to current practice — and presents a state-of-the-art method for the effective design of labyrinth weirs.<\/p>\n

PDF Catalog<\/h4>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
4<\/td>\nPreface <\/td>\n<\/tr>\n
5<\/td>\nNomenclature <\/td>\n<\/tr>\n
8<\/td>\nContents <\/td>\n<\/tr>\n
12<\/td>\nChapter 1: Introduction
Purpose
Types of Spillways <\/td>\n<\/tr>\n
17<\/td>\nFlow Characteristics
Other Purposes <\/td>\n<\/tr>\n
18<\/td>\nPrevious Installations <\/td>\n<\/tr>\n
20<\/td>\nChapter 2: Analytic Development
Approaches
Side Channel Spillways
Equations of Motion <\/td>\n<\/tr>\n
26<\/td>\nSkew Weirs <\/td>\n<\/tr>\n
27<\/td>\nLabyrinth Weirs
Conclusions <\/td>\n<\/tr>\n
30<\/td>\nChapter 3: Nappe Interference
Introduction <\/td>\n<\/tr>\n
31<\/td>\nTheory <\/td>\n<\/tr>\n
35<\/td>\nModel Studies <\/td>\n<\/tr>\n
42<\/td>\nChapter 4: Crests Shapes
Types of Crests <\/td>\n<\/tr>\n
43<\/td>\nTheoretical Minimum Value of the Discharge Coefficient
Discharge Characteristics
Sharp Crest and Flat Top Profile <\/td>\n<\/tr>\n
44<\/td>\nQuarter-Round Profile <\/td>\n<\/tr>\n
45<\/td>\nHalf-Round Profile <\/td>\n<\/tr>\n
48<\/td>\nNappe Profile or Ogee Crest Profile <\/td>\n<\/tr>\n
52<\/td>\nChapter 5: Design Curves
Introduction <\/td>\n<\/tr>\n
53<\/td>\nBasic Parameters <\/td>\n<\/tr>\n
54<\/td>\nDefinition of Upstream Head <\/td>\n<\/tr>\n
55<\/td>\nDesign Curves Derived from Model Studies
Taylor <\/td>\n<\/tr>\n
58<\/td>\nDarvas <\/td>\n<\/tr>\n
60<\/td>\nMegalh\u00e1es and Lorena <\/td>\n<\/tr>\n
61<\/td>\nLux <\/td>\n<\/tr>\n
64<\/td>\nTullis et al. <\/td>\n<\/tr>\n
65<\/td>\nExample Computations <\/td>\n<\/tr>\n
67<\/td>\nCritique of Design Curves <\/td>\n<\/tr>\n
72<\/td>\nChapter 6: Downstream Chute
Introduction
Supercritical Waves <\/td>\n<\/tr>\n
75<\/td>\nAprons <\/td>\n<\/tr>\n
78<\/td>\nSubmergence <\/td>\n<\/tr>\n
80<\/td>\nChapter 7: Nappe Oscillation
Introduction
Nappe Vibration <\/td>\n<\/tr>\n
81<\/td>\nCase Study <\/td>\n<\/tr>\n
85<\/td>\nSurging Flows <\/td>\n<\/tr>\n
86<\/td>\nConclusions <\/td>\n<\/tr>\n
88<\/td>\nChapter 8: Design
Significant Parameters
General Guidelines for Parameter Selection
Headwater Ratio
Vertical Aspect Ratio\/Sidewall Angle <\/td>\n<\/tr>\n
89<\/td>\nMagnification Ratio
Sidewall Angle\/Magnification <\/td>\n<\/tr>\n
90<\/td>\nEfficacy <\/td>\n<\/tr>\n
92<\/td>\nApex Ratio <\/td>\n<\/tr>\n
93<\/td>\nCrest Shape
Interference Length Ratio
Approach Flow Conditions <\/td>\n<\/tr>\n
95<\/td>\nDownstream Channel
Layout and Quantities <\/td>\n<\/tr>\n
99<\/td>\nDesign Procedure
Steps <\/td>\n<\/tr>\n
100<\/td>\nSpreadsheet <\/td>\n<\/tr>\n
106<\/td>\nChapter 9: Sedimentation and Ice
Sedimentation Fundamentals <\/td>\n<\/tr>\n
107<\/td>\nBoardman <\/td>\n<\/tr>\n
108<\/td>\nHellsgate <\/td>\n<\/tr>\n
109<\/td>\nGarland Power Canal <\/td>\n<\/tr>\n
111<\/td>\nConclusions
Ice <\/td>\n<\/tr>\n
114<\/td>\nChapter 10: Aeration
Introduction <\/td>\n<\/tr>\n
115<\/td>\nTheory
Falling Jet Types <\/td>\n<\/tr>\n
117<\/td>\nPerformance <\/td>\n<\/tr>\n
118<\/td>\nConclusions <\/td>\n<\/tr>\n
120<\/td>\nChapter 11: Special Cases
Introduction
Fusegates™ <\/td>\n<\/tr>\n
124<\/td>\nDetention Dams <\/td>\n<\/tr>\n
126<\/td>\nSheet Piling <\/td>\n<\/tr>\n
130<\/td>\nChapter 12: Modeling Procedures
Introduction
Systematic Errors
Scale Effects Caused by Surface Tension <\/td>\n<\/tr>\n
132<\/td>\nMethod of Operation <\/td>\n<\/tr>\n
134<\/td>\nRandom Errors <\/td>\n<\/tr>\n
135<\/td>\nConclusions
Application <\/td>\n<\/tr>\n
136<\/td>\nCase Study <\/td>\n<\/tr>\n
142<\/td>\nAppendix A <\/td>\n<\/tr>\n
156<\/td>\nAppendix B <\/td>\n<\/tr>\n
160<\/td>\nBibliography <\/td>\n<\/tr>\n
172<\/td>\nIndex
A
B
C
D
E
F
G
H <\/td>\n<\/tr>\n
173<\/td>\nI
J
K
L
M
N
O
P
Q
R
S
T
U
V
W <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Hydraulic Design of Labyrinth Weirs<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ASCE<\/b><\/a><\/td>\n2002<\/td>\n173<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":78877,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2660],"product_tag":[],"class_list":{"0":"post-78876","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-asce","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/78876","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/78877"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=78876"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=78876"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=78876"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}