Page 



Longshore Currents and Coastal Currents at Scripps Institution Pier 



Bui I . V. 7, #1 56 



Measurements of Heights by Resistance Elements. Bull. v. 3, #3 . . 49 



A Method for Drawing Orthogonals Seaward from Shore. Bull. v. 7, #4 . 58 



A Method of Estimating Wave Direction. Bull. v. 4, #2 5! 



A Method of Separating Multiple Systems of Ocean Waves for Detailed 



Study of Directions and Other Properties. Bull. v. 6, #3 55 



Methods of Solution of Shore Problems. Bull. v. 2, #1 46 



Model Study of Offshore Wave Tripper. Bull. v. 17 65 



Model Study of Wave Setup Induced by Hurricane Waves at Narragansett 



Pier, Rhode Island. Bull. v. 12 62 



Model Tests of Wave Run-up for Hurricane Protection Project. 



Bui I . V. II . . . . ■ 61 



Munch-Petersen's Littoral Drift Formula. BulL.v. 4, #4 52 



The Nearshore Movement of Sand at Durban. Bui I. v. 16 -64 



New Jersey Creates Beach Erosion Committee. Bui I . 3, #3 49 



A New Method for the Graphical Construction of Wave Refraction 



Diagrams. Bui I . v. 6, #3 56 



New Soviet Manual on Coastal Engineering. Bull. v. 15 64 



Nomograph for Determining Product of Shoaling and Refraction 



Coefficients for Use in Wave Analysis. Bull. v. 17 65 



Notes on Comparisons of Echo Sounders. Bull. v. 1, #3 46 



Notes on Determination of Stable Underwater Breakwater Slopes. 



Bui I. 6, #3 56 



Notes on the Formation of Beach Ridges. Bui I. v. 13 62 



Notice of Publication for New Method of Drawing Wave Refraction 



Diagrams. Bull. v. 7, #2 57 



Observations Made on Karentes Beach. Bull. v. 5, #2 53 



On the Expansion of Sea Waves Due to the Effect of Wind. 



Bull. V. 6, #1 54 



105 



