CONTENTS--Continued 



TABLES 



Page 



2-1 Similitude ratios 29 



3-1 Estuarine problems 49 



3-2 Lake Pontchartrain mixing indices 106 



3-3 Physical models versus mathematical models 124 



3-4 Effects of plan 3 on average salinities 158 



3-5 Effects of plan 3 on average dye concentrations 162 



4-1 Classification of small-amplitude waves 204 



4-2 Derived model scales 208 



4-3 Values of K according to Le Mehaute (1965) and Keulegan (1973) for 



undistorted-scale models, Lj. = 1:100 227 



4-4 Values of (dp)j,ax as a function of T- and DF 231 



4-5 Values of K according to Le Mehaute and Keulegan for distorted-scale 



models 234 



4-6 Selected test wave conditions, Marina del Rey model 247 



4-7 Selected test wave conditions, Vermilion Harbor model 257 



4-8 Monterey Harbor model scale relations 267 



4-9 Selected short -period test wave conditions, Monterey Harbor model 271 



4-10 Estimated cost (1976) of Vei^ilion Harbor model study 279 



5-1 Possible coastal movable-bed model laws 288 



S-2 Comparison of various approaches for determination of basic scale ratios 



of a coastal movable-bed model 289 



6-1 Values of mhp/whp for various wave generators 352 



6-2 Model and prototype breakwater material 376 



6-3 Prototype stone gradation 376 



6-4 Weights of armor units in model and prototype 390 



6-5 Shape-placing coefficient and porosity of armor units 391 



6-6 Model-prototype quarrystone relationship for Texas City, Texas 412 



6-7 Time and cost estimates for five example model studies 443 



6-8 Time and costs of example model studies 444 



7-1 Capabilities of various types of inlet or inlet-bay physical hydraulic 



models 455 



7-2 Froude criteria scaling relationsips 466 



