I show that negative concord involves checking of the neg-features prompted by uninterpretable focus feature items, recasting Haegeman and Zanuttini's (1991, 1996) original account in general theory checking. A key theoretical mechanism is copying, which derives core part Neg-Factorization also shown to provide foundation for notion chains defined terms occurrences. The proposed analysis supports Merchant's (2001) ellipsis, according ellipsis PF deletion requires semantic identity. discuss...

(1967). A Study on Sand Movement Due to Wave Action. Coastal Engineering in Japan: Vol. 10, No. 1, pp. 39-57.

ABSTRACTABSTRACTA mathematical model of wave transformation over a submerged permeable breakwater is developed on the basis equations for waves bed which are newly derived under mild-slope assumption. Firstly equation governing an unsteady flow in porous medium linearized using approximate expression nonlinear friction term. Outside medium, linear theory applied. Then integration vertical direction yields two-dimensional elliptic-type analogous to impermeable bed. The can be solved...

ABSTRACTABSTRACTA three-dimensional numerical model for predicting beach evolution has been developed by improving a wave calculation method and sediment transport formulas. The computation includes refraction, diffraction breaking. deformation adopts newly proposed formulas rates due to waves nearshore currents. validity of the confirmed applying it bottom topography around detached breakwater comparing results with experimental data.

ABSTRACTABSTRACTA numerical model based on newly-derived mild slope equations is presented. Its accuracy verified through comparisons with analytical solutions of shoaling, refraction and diffraction. Breaking wave decay in the surf zone are also incorporated model. Good agreements shown between calculations hydraulic experiments nearshore waves around a detached breakwater jetty. Formulas for radiation stresses compound field

ABSTRACTABSTRACTThis paper describes numerical models for simulating waves, currents and beach deformation. The wave-current model includes wave refraction breaking, the nonlinear effect of mean momentum convection, setup, interaction. deformation employs newly proposed formulas sediment transport rates due to waves currents. Two test calculations are made examine applicability models. Though not calibrated with measurements, shown capable producing realistic nearshore current fields deformations.

This paper presents an experimental study on the interaction of twin turbulent circular jet. The velocity and static pressure jets were measured by varying distance between two nozzles. results twin-jet compared with those a jet parallel to plane wall basis principle reflected image. main are as follows : (1) interacts joints in form ellipse at downstream distance, becoming close far distance. (2) position maximum shifts from axis nozzle mid-point jets. (3) positions expressed similar curves...

The characteristics of oscillatory boundary layer flow have been treated with keen interest during the last decade from various aspects. Among previous results theoretical treatment by K. Kajiura must be most important and fruitful one to advance in our knowledge on present phenomena. On other hand senior author has had a real behaviour sediment particles due fluid motion, conducted his systematic investigations movement nearshore area. aim this paper is introduce some recent at Coastal...

Abstract. This paper claims (a) that the formal features of goal are copied onto probe in Agree operation, contra Chomsky 2000 and more line with 1998, (b) during operation participate binding a selective way, Lasnik 1999. These supported by modification Zwart's (1993, 1997) analysis complementizer agreement minimalist reworking Finer's (1984, 1985) theory switch reference. It will also be shown deleted not carried anymore when category containing them undergoes further movement. assumption...

A series of laboratory experiments in an oscillatory tank was carried out to investigate the sheet flow sediment. Objectives study were determine criterion for inception flow, and evaluate sediment transport rate under condition. In order proceed with investigation, it necessary develop devices appropriate tracing particle movement, measuring extremely dense concentration moving layer flow. The chief results are: 1) criteria given by Manohar C1955) Komar Miller (1974) are both applicable...

Abstract. This paper proposes that numerals are licensed by the feature [±augmented]. proposal accommodates dissociation of from plural morphology and accounts for phenomenon 1-deletion. The [±augmented] is located in # head selects a numeral its specifier. In contrast to measure phrases accompanied numerals, vague-quantity expressions shown be placed position higher than #P.

This paper deals with the possibility of estimating transport rate due to irregular oscillations from a single wave that represents random velocity profile. A representative method is thus presented for this purpose. Velocity parameters required making at any location on beach are then formulated as functions local parameters. Incorporating these results, model developed prediction and its overall performance under moderate high activity conditions examined. The found be sensitive changes in...

Experiments were conducted on initiation and transport rate of sheet flow under asymmetric oscillations. Values net sand rates oscillations superimposed currents also measured. In this paper, based physical interpretations, a new parameter representing the observed mechanism is derived. Using general formula then presented applied to estimating its direction; fairly good agreement with experimental results observed. It shown that newly introduced together sediment Reynolds number can well...