Environmental and social aspects of underwater logging     

《Geoforum》2017

Underwater logging is a relatively new concept in forestry that has significant economic benefits but also consequences for the environment and local communities. Underwater logging has traditionally been undertaken by divers. However, safety concerns mean that conventional harvesting methods using divers need to be replaced by more sophisticated mechanized harvesting techniques. This paper outlines the environmental and social aspects of underwater logging, highlighting issues that must be considered before any underwater harvesting operations are executed. While the economic reasons for harvesting underwater logs seem compelling, as do the associated social benefits, such as employment generation, there are significant environmental impacts of removing trees from reservoirs, as submerged trees serve as important ecological habitat for aquatic life. Due to the absence of any regulatory regimes encompassing underwater logging, we propose best-practice guidelines for underwater logging operations and suggest the need for a comprehensive sustainability framework based on internationally recognized criteria and indicators to ensure underwater logging operations are environmentally safe, socially beneficial and economically viable.  相似文献   

Nährstoff- und Sauerstoffbilanz eines hochbelasteten Klärwerksableiters unter besonderer Berücksichtigung der submersen Makrophyten     

S. Krner 《洁净——土壤、空气、水》1997,25(1):34-40

Nutrient and Oxygen Balance of a Highly Polluted Treated Sewage Channel with Special Regard to the Submerged Macrophytes The changes of the concentrations of inorganic nitrogen compounds, orthophosphate, and oxygen were measured in the flowing wave along the flowing stretch of the Berlin treated sewage channel Wuhle monthly over a period of two years (1993/94) to estimate the nutrient and oxygen balances. This treated sewage channel is rich in nutrients and densely covered with submerged macrophytes. During the period of investigation in 1993 (1994), the effluent of the sewage treatment plant Falkenberg, which is lacking in adjustable nitrification and denitrification. contained in average 16.1 (12.7) mg/L of NH-N, 13.7 (9.4) mg/L of NO₃^?-N. 0.94 (0.69) mg/L of NO-N. and 0.36 (0.26) mg/L of PO-P. Due to the neglectable influence of other processes like nutrient uptake by submerged macrophytes and algae, desorption of ammonia or dilution, the changes of the concentrations of the inorganic nitrogen compounds are mainly influenced by nitrification and denitrification. The nitrification is mainly done by sessile nitrifiers in the treated sewage channel Wuhle. The nitrification rates. calculated from the decrease of the ammonium concentrations, were between 0.5 and 20 g/(m²d) related to the flowing stretch area. The ammonium concentrations decreased along the flowing stretch in average by 20 to 44%. The highest nitrification rates could be found at the stretches with a dense colonization with submerged macrophytes and a good oxygen supply due to low water depth and high flowing velocities. The denitrification rates, calculated from the decrease of the total of the concentrations of the inorganic nitrogen compounds, were between 0.5 and 23 g/(m²d) related to the flowing stretch area. The total loss of nitrogen due to denitrification was between 10 and 20% along the flowing stretch of the treated sewage channel Wuhle. This corresponds to a total amount of up to 530 kg nitrogen per day. The main part of the phosphorus occured as orthophosphate in concentrations between 0.04 and 0.87 mg/L of PO-P in the effluent of the treatment sewage plant Falkenberg. The orthophosphate concentration changed along the flowing stretch mostly in such a manner that it were at the same level at the end of the flowing stretch at the mouth into the river Spree. The self-purification capacity of the channel does not lead to a relevant reduction of the very high nutrient load under the present conditions. The rates of the photosynthetic production (P) and the community respiration (R) were calculated from the rates of the total changes of oxygen with regard to the physical aeration. The rates of the photosynthetic production were between 0 and 33 g/(m²d), the rates of the community respiration between 15 and 75 g/(m²d). Therewith, the Wuhle treatment sewage channel belongs to the very productive waters. A positive balance (P > R) could only be measured on two segments in May. The rates of oxygen production depend on the ratio width to depth of the water. It is possible that the positive influence of the submerged macrophytes on the oxygen balance also at higher biomasses than 250 g/m² (as dry weight) predominates at the segments with a favourable ratio. The portion of the oxygen input through diffusion along the flowing stretch and at the weirs was 30%, respectively, that of the photosynthic production 40% in summer. The rates of community respiration decreased along the flowing stretch by 50 to 90%. The nitrification had the main portion of the oxygen depletion in the Wuhle treated sewage channel with 60…80%. Despite the high biomass, the respiration of the submerged macrophytes had only a small portion of the total oxygen depletion. Nevertheless, the submerged macrophytes contributed to the nearly total oxygen depletion at the most densely covered segment 2 at night. The decrease of the content of particular organic material and the ammonia concentrations at the effluent of the sewage treatment plant, a diminishing of the biomass of submerged macrophytes by shading, and the widening of a few flowing stretches are demanded for the improvement of the oxygen balance of the Wuhle treated sewage channel.  相似文献   

Asymptotic analysis of the interaction between linear long waves and a submerged floating breakwater of wavy surfaces     

《Applied Ocean Research》2016

In this work, we carried out an asymptotic analysis, up to the second order in a regular expansion, of the interaction of linear long waves with an impermeable, fixed, submerged breakwater composed of wavy surfaces. Below the floating breakwater, there is also a step with a wavy surface. The undulating surfaces are described by sinusoidal profiles. The effects of three different geometric parameters — the amplitude of the wavy surfaces and the submerged length and width of the structure — on the reflection and transmission coefficients are analyzed. The hydrodynamic forces are also determined. The governing equations are expressed in dimensionless form. Using the domain perturbation method, the small wavy surfaces of the breakwater are linearized. The wavy surfaces of the breakwater generate larger values of the reflection coefficient than those obtained for breakwaters with flat surfaces, and the largest values of this coefficient are obtained when the length of the breakwater is of the same order of magnitude as the wavelength. The asymptotic solution is compared with the theoretical solutions that have been reported in the specialized literature and with a numerical solution. The present mathematical model can be used as a practical reference for the selection of the geometric configuration of a submerged floating breakwater under shallow flow conditions.  相似文献   

Wave reflection from vertical breakwater with porous structure     

Hong-Bin Chen  Ching-Piao Tsai 《Ocean Engineering》2006,33(13):1705-1717

This paper presents numerical solutions for the wave reflection from submerged porous structures in front of the impermeable vertical breakwater. A new time-dependent mild-slope equation involves the parameters of the porous medium including the porosity, the friction factor and the inertia coefficient, etc. is derived for solving the boundary value problem. A comprehensive comparison between the present model and the existing analytical solution for the case of simple rectangular geometries of the submerged structure is performed first. Then, more complicated cases such as the inclined and trapezoidal submerged porous structures in front of the vertical breakwater with sloping bottom are considered. This study also examines the effects of the permeable properties and the geometric configurations of the porous structure to the wave reflection. It is found that the submerged porous structure with trapezoidal shape has more efficiency to reduce the wave reflection than that of triangular shape. The numerical results show that the minimum wave reflection is occurred when the breakwater is located at the intermediate water depth.  相似文献   

Wave motion over a breakwater system of a horizontal plate and a vertical porous wall     

H. Hu  K. -H. Wang  A. N. Williams 《Ocean Engineering》2002,29(4):373-386

A two-dimensional analytical solution is presented to study the reflection and transmission of linear water waves propagating past a submerged horizontal plate and through a vertical porous wall. The velocity potential in each fluid domain is formulated using three sets of orthogonal eigenfunctions and the unknown coefficients are determined from the matching conditions. Wave elevations and hydrodynamic forces acting on the porous wall are computed. Reflection and transmission coefficients are presented to examine the performance of the breakwater system. The present analytical solutions are found in fairly good agreement with the available laboratory data. The results indicate that the plate length, the porous-effect, the gap between plate and porous wall, and the submerged depth of the plate all show a significant influence on the reflected and transmitted wave fields. It is also interesting to note that the submerged plate plays an important role in reducing the transmitted wave height, especially for long incident waves.  相似文献   

A study of transient responses of a submerged spherical shell under shock waves   总被引：1，自引：0，他引：1  

Cho-Chung Liang  Ching-Yu Hsu  Wen-Hao Lai 《Ocean Engineering》2001,28(1):22

Based on a procedure which couples the finite element method with the doubly asymptotic approximation, this work addresses the problem of the transient responses of a submerged spherical shell subjected to strong, plane, incident shock waves, in which elastoplastic material behavior is considered. Simulation results indicate that the procedure adopted shows good agreement with related literature, which considered linear elastic behavior of the shell. Also presented herein are the time histories of surface pressure, radial velocity and von Mises stress of the shell. Moreover, deformation diagrams and spreading of the plastic zone of the shell are described as well.  相似文献   

Verification of a VOF-based two-phase flow model for wave breaking and wave–structure interactions     

Phung Dang Hieu  Katsutoshi Tanimoto   《Ocean Engineering》2006,33(11-12):1565-1588

The objective of the present study is to develop a volume of fluid (VOF)-based two-phase flow model and to discuss the applicability of the model to the simulation of wave–structure interactions. First, an overview of the development of VOF-type models for applications in the field of coastal engineering is presented. The numerical VOF-based two-phase flow model has been developed and applied to the simulations of wave interactions with a submerged breakwater as well as of wave breaking on a slope. Numerical results are then compared with laboratory experimental data in order to verify the applicability of the numerical model to the simulations of complex interactions of waves and permeable coastal structures, including the effects of wave breaking. It is concluded that the two-phase flow model with the aid of the advanced VOF technique can provide with acceptably accurate numerical results on the route to practical purposes.  相似文献   

The free vibration analysis of submerged cantilever plates   总被引：3，自引：0，他引：3  

Cho-Chung Liang  Ching-Chao Liao  Yuh-Shiou Tai  Wen-Hao Lai 《Ocean Engineering》2001,28(9):1487

Based on empirical added mass formulation, this work presents a simple procedure to determine the vibration frequencies and mode shapes of submerged cantilever plates. Once the added mass formulation is derived, the procedure can be used to analyze free vibration response easily. An analytical and numerical study is also performed for the vibrations of cantilever plates in air and in water, with these results compared with experimental and numerical data from pertinent literature. Besides, the frequency parameters of the submerged plate for various aspect ratios and thickness ratios are given in design data sheet form and are appropriate for engineering design applications.  相似文献   

Wave interaction with ‘’-type breakwaters     

S. Neelamani  R. Rajendran 《Ocean Engineering》2002,29(5):561-589

The wave transmission, reflection and energy dissipation characteristics of ‘’-type breakwaters were studied using physical models. Regular and random waves in a wide range of wave heights and periods and a constant water depth were used. Five different depths of immersion (two emerged, one surface flushing and two submerged conditions) of this breakwater were selected. The coefficient of transmission, K_t, and coefficient of reflection, K_r, were obtained from the measurements, and the coefficient of energy loss, K_l was calculated using the law of balance of energy. It was found that the wave transmission is significantly reduced with increased relative water depth, d/L, whether the vertical barrier of the breakwater is surface piercing or submerged, where ‘d’ is the water depth and ‘L’ is the wave length. The wave reflection decreases and energy loss increases with increased wave steepness, especially when the top tip of the vertical barrier of this breakwater is kept at still water level (SWL). For any incident wave climate (moderate or storm waves), the wave transmission consistently decreases and the reflection increases with increased relative depth of immersion, Δ/d from −0.142 to 0.142. K_t values less than 0.3 can be easily obtained for the case of Δ/d=+0.071 and 0.142, where Δ is the height of exposure (+ve) or depth of immersion (−ve) of the top tip of the vertical barrier. This breakwater is capable of dissipating wave energy to an extent of 50–80%. The overall performance of this breakwater was found to be better in the random wave fields than in the regular waves. A comparison of the hydrodynamic performance of ‘’-type and ‘T’-type shows that ‘T’-type breakwater is better than ‘’-type by about 20–30% under identical conditions.  相似文献   

Transient dynamic response of submerged sphere shell with an opening subjected to underwater explosion     

Wen-Hao Lai 《Ocean Engineering》2007,34(5-6):653-664

This investigation applies the time domain FEM/DAA coupling procedure to predict the transient dynamic response of submerged sphere shell with an opening subjected to underwater explosions. The elastic–plastic material behavior of the transient fluid–structure interaction relate to structural response equation also presented herein. This analysis also examines the transient responses of structures to different charge distances. The effects of standoff distance on pressure time history of the shell to underwater explosion (3001b TNT) are presented. Additionally, the transient dynamic responses to underwater explosion shockwaves in the sea and the air are compared.  相似文献