The effect of tilt on sediment trap efficiency
نویسنده
چکیده
-Cylindrical traps with an aspect ratio of 5.2 were tilted from 0 ° to 70 ° upstream and downstream in the Hudson River with currents ranging between 2 and 62 cm s -~. Particle flux in the tilted traps increased with tilt up to about 45 ° where overcollection reached a maximum factor of three but decreased beyond 45 ° when traps were tilted downstream. There was no discernible velocity effect on the total flux collected with tilted traps. In a recirculating flume, dye used as a water tracer revealed the existence of boundary layers within traps. The exchange of particles across the boundaries appears to play an important role in controlling the collection rate of particles and the conditions during which traps overand under-collect particles. The tilt effect on traps is important, not only where high velocities can cause a mooring to lean, but also where highfrequency internal waves might pass either moored or freefloating traps since the vertical velocity component of an internal wave can cause an effective tilt o f the traps. I N T R O D U C T I O N SEVERAL studies have been made to determine the effect of trap geometry and current velocity on the mass of particles collected in sediment traps (PECK, 1972; GARDNER, 1977, 1980a, b; HARGRAVE and BURNS, 1979; BLOMQVIST and KOFOED, 1981) and to compare trap fluxes with other methods of measuring sedimentation rates (I~NNINGTON, 1974; GARDNER, 1977; SPENCER et aL, 1978; REYNOLDS, 1979; DYMOND et al., 1981; BRULAND et al., 1981; LORENZEN et al., 1981; GARDNER et al., 1983). Reported in this paper are the results of testing another parameter that affects the collection rate of traps, i.e., tilt. The empirical observations also have provided further insight into the dynamics of the way in which panicles are collected in traps. Although previous experiments have provided a sound rationale for using traps to measure the vertical flux of panicles over a range of environmental conditions, the burgeoning use of sediment traps (RBYNOLDS et aL, 1980; BLOESCH and BURNS, 1980; B LOMQVlST and HAKANSON, 1981) increases the necessity of understanding trap dynamics and determining any limitations to their use. The intent of using sediment traps is to collect a sample of the panicles settling through the water column. A question asked in designing and using traps is whether there are factors that cause the collection of particles at rates greater than, or less than, the rate at which they are settling across a horizontal plane. Undercollection could occur if water is flushed through the trap so quickly that panicles do not have time to settle out, or if panicles collected in the bottom of the trap were resuspended by turbulence, scour, or wave action and then carried out of the trap. Overcollection might be suspected since the mass of particles carried through a trap in moving water greatly exceeds the vertical flux of panicles. * Lamont/Doherty Geological Observatory of Columbia University, Palisades, NY 10964, U.S.A.
منابع مشابه
A study on Isatis suspension trap efficiency; Advantages and disadvantages
Different types of sediment trap have been introduced so far to be used in erosion measuring stations, each with its own advantages and disadvantages in trapping aeolian particles. These traps have different collection and retention efficiency due to aerodynamic conditions. Some characteristics such as isokinetic feature of the trap, collection efficiency, time needed to download sediment, capa...
متن کاملEvaluation of sediments trap efficiency in medium-scale settling basins (Case Study: Settling basin of Kamandan intake)
One of the most important issues in water supply for agriculture or drinking is sediment control.Sedimentation in water conveyance channels reduces transmission efficiency. this study evaluated theefficiency of settling basin of Kamandan intake that is located in the village of Aligoodarz in Lorestanprovince. At first sample from water and sediment in inlet and outlet of settling basin in diffe...
متن کاملارزیابی بازده تله اندازی رسوب در سدهای خاکی کوچک منطقه چهارمحال و بختیاری
One of the most vital problems in the storage and utilization of surface waters for drinking, flood control, hydropower, and agricultural purposes is that of sedimentation in reservoirs and subsequent decline of dam lifetime. The useful lifetime of a dam is defined as the time necessary for approximately 80% of the volume of its initial capacity to be filled by sediments washed in by water. It ...
متن کاملارزیابی بازده تله اندازی رسوب در سدهای خاکی کوچک منطقه چهارمحال و بختیاری
One of the most vital problems in the storage and utilization of surface waters for drinking, flood control, hydropower, and agricultural purposes is that of sedimentation in reservoirs and subsequent decline of dam lifetime. The useful lifetime of a dam is defined as the time necessary for approximately 80% of the volume of its initial capacity to be filled by sediments washed in by water. It ...
متن کاملکاربرد نمونه بردارBSNE در بررسی توزیع عمودی رسوب فرسایش یافته بادی در منطقه شرق اصفهان
For the study of field wind erosion and the design and evaluation of wind erosion control techniques, detailed observations of soil particle transport and vertical destribution of eroded soil particles are needed. The objectives of this study were: 1) To describe one device for soil transport particle measurement, i. e. the BSNE sediment catcher and 2) To assess vertical distribution of wind–er...
متن کامل