02 September RP-C Environmental Conditions and Environmental Loads n RP-C is an updated and enhanced version of DNV. Find the most up-to-date version of DNVGL-RP-C at Engineering DNV RP C Environmental Conditions and Environmental Loads_ – DNV推荐做法,适用各种浮式结构环境载荷的计算.

Author: Meztijin Fenrile
Country: Anguilla
Language: English (Spanish)
Genre: Travel
Published (Last): 10 June 2008
Pages: 316
PDF File Size: 15.37 Mb
ePub File Size: 9.39 Mb
ISBN: 117-1-19241-397-8
Downloads: 40790
Price: Free* [*Free Regsitration Required]
Uploader: Dagul

Wave kinematics between the wave crest and the still water level can be estimated by stretching or extrapolation methods as described in 3. Comments may be sent by e-mail to rules dnv. The local wavelength of irregular waves can be defined as the distance between two consecutive zero upcrossings. If the objective is to define a set of wave heights that accumulated are exceeded with a return period of year, the wave heights for some or all sectors have to be increased.

Application of the Davenport coherence spectrum to along-wind turbulence and lateral separations usually entails larger coherence decrements than those associated with vertical separations. The limiting values were obtained from measured data from the Norwegian Continental Shelf, but are expected to be of more general validity.

Even though the existence of freak waves themselves is generally not questioned, neither the probability of occurrence of these waves nor their physics is well understood. A similar definition applies to the wave trough. Strong underwater earthquakes can also lead to generation of tsunamis which in coastal regions behaves like a long shallow water wave similar to a strong horizontal current. Various sampling schemes are being used.

DNV RP C Environmental Conditions and Environmental Loads__图文_百度文库

Higher order stochastic wave models have been developed for special applications. Both spectra describe wind sea conditions that often occur for the most severe seastates. Close to the water surface the current velocity profile is stretched or compressed due to surface waves see Figure Guidance on environmental conditions is given in Sec. In coastal zones, somewhat higher values for the coefficient C should be used, viz.

For details about the von Karman coherence model, reference is made to Saranyansoontorn et al. Examples of transient wind conditions are: This refers to hurricanes for which the minute mean wind speed forms a sufficient representation of the wind climate. The true mean profile may take a different form for some wind events, such as in the case of extreme wind or in the case of non-neutral wind conditions.


This reflects the effect of the increasing roughness length for increasing U10 on the offshore location.


The wind speed will form a random field in space. The most important phenomena for marine structures are: For vertical separations, measurements indicate that the model may not hold, possibly owing to a lack of vertical isotropy caused by vertical instability. Unless data indicate otherwise, the integral length scale Ep can be calculated as z 0. Strong tidal currents exist in inlets and straights in coastal regions.

If the wind velocity is of significant importance to the design and existing wind data ddnv scarce and uncertain, wind velocity measurements should be carried out at the location in question.

Expressions for AC, which include the dependency on the wave velocity and the available water fetch, are available in the literature, see Astrup et al. Analytic wave theories See [3. The conversion does not preserve rnv return period associated with U The transfer functions for finite rnv depth is given by Sharma and Dean and Marthinsen and Winterstein For near-coastal locations, Dvn is usually higher with values of 0. If data for the particular site is not available, the storm profile in Figure may be applied.

The International Society of Offshore and C25 Engineers Keywords design;Wind; currents; waves; offshore structures; loads Downloads 2 in the last 30 days since Show more detail. The world wide scatter diagram defines the average weighted scatter diagram for the following world wide sailing route: The approach can be generalized by considering dv contours as described in the next section.

These are referred to in the text. Most available model spectra are calibrated to wind data obtained over land. Even though the existence of freak waves themselves is generally not questioned, neither the probability of occurrence of these waves nor their physics is well understood. Advanced search Show search help. Unless data indicate otherwise, a 3-parameter Weibull distribution can be assumed for the marginal distribution of significant wave height Hs, Nordenstr?


Refraction has also an affect on the amplitude.

Cc205 reduction factor is known as the wave kinematics factor defined as the ratio between the r. HSE gives an indication of the accuracy which can be expected when conversions of wind speeds between different averaging periods is carried out by means rrp gust factors. The wave kinematics factor can be taken as? For along-wind turbulence and vertical separations in the range 10 to 20 m, coherence decrements in the range 18 to 28 are recommended.

This is a frequency range for which the Ochi and Shin spectrum has not been calibrated to measured data but merely been assigned an idealised simple function. Their contribution is highly appreciated.

Log in to your subscription

The approximation is based on an assumption of independent 10minute events. This wind climate representation is not intended to cover wind conditions experienced in tropical storms such as hurricanes, cyclones and typhoons.

Therefore, for a wave which is approaching the depth contours at an angle other than normal, the water depth will vary along the wave crest, so will the phase speed. Alternatively, for a storm based approach, FH S h denotes the distribution of the maximum significant wave height in storms, and n corresponds to the number of storms per year.

Wave trough depth AT is the distance from the still water level to the trough. Relevant references on freak waves are: Wave frequency is the inverse of wave period: This is particularly important when simulating irregular fluid velocities. A method for calculation of Stokes waves to any order n is presented by Schwartz and Longuet-Higgins More details on modelling of shallow water waves and their loads can be found in c25 Coastal Engineering Manual