Controls on at‐a‐station hydraulic geometry in steep headwater streams,Colorado, USA

Detailed hydraulic measurements were made in nine step‐pool, five cascade and one plane‐bed reach in Fraser Experimental Forest, Colorado to better understand at‐a‐station hydraulic geometry (AHG) relations in these channel types. Average values for AHG exponents, m (0·49), f (0·39), and b (0·16), were well within the range found by other researchers working in steep gradient channels. A principal component analysis (PCA) was used to compare the combined variations in all three exponents against five potential control variables: wood, D₈₄, grain‐size distribution (σ), coefficient of variation of pool volume, average roughness‐area (projected wetted area) and bed gradient. The gradient and average roughness‐area were found to be significantly related to the PCA axis scores, indicating that both driving and resisting forces influence the rates of change of velocity, depth and width with discharge. Further analysis of the exponents showed that reaches with m > b + f are most likely dominated by grain resistance and reaches below this value (m < b + f) are dominated by form resistance. Copyright © 2010 John Wiley & Sons, Ltd.     

Synoptic measurements of episodic offshore flow events in the central mid-Atlantic Bight

Sub-inertial across-shelf flows over the central mid-Atlantic Bight were examined using long-range CODAR SeaSonde type HF-radar surface velocities for the period August 2002 through February 2004. Across-shelf flow in this region was found to be episodic, with offshore flow occurring six times more often than onshore flow. Several recurring spatial patterns in offshore flow are identified, and two of these patterns emerge as statistically significant using empirical orthogonal functions. The most common type of offshore flow was a shelf-wide flow with events occurring throughout the year. The most energetic and well-defined shelf-wide flow events occurred during October through April, when the water column was less stratified. Other offshore flow patterns were more localized, with a flow at the bend or ‘point’ in the New Jersey coast being most common and most energetic. The offshore flow events identified here are capable of driving significant offshore transport, with more than one-third of offshore flow episodes having potential transport distances of greater than 14 km. In addition, clusters of multiple offshore flow events are shown to be capable of transporting near-surface material across much of the continental shelf.     

Late Holocene paleohydrology of Kluane Lake, Yukon Territory, Canada

We have gained new insight into the dynamic late Holocene paleohydrology and paleolimnology of Kluane Lake by reconstructing lakewater δ¹⁸O using sediment cellulose as an oxygen-isotope archive. Our data suggest that the lake was regularly open hydrologically between 5000 and 1000 cal year BP, although with substantially lower water levels and with greater evaporative loss in relation to inflow than under contemporary conditions. During part of this period the lake was meromictic and may have undergone intermittent hydrologic closure, but southward drainage to the Pacific Ocean via the Alsek River system was generally maintained. Isotopic evidence confirms that Kluane Lake underwent complete hydrologic closure 430–300 cal year BP (AD 1520–1650) after a major advance of Kaskawulsh Glacier blocked southward drainage. Closure persisted as the lake overtopped the Duke River fan, initiating northward drainage to the Bering Sea via the Yukon River system. Although incision of the new outlet channel led to a rapid decline in lake level, northward discharge via the Kluane River has been maintained for the past three centuries because of abundant inflow from the Slims River. Substantial quantities of glacial meltwater and seasonal runoff continue to drain via the Slims River from Kaskawulsh Glacier and its catchment in the St. Elias Mountains. During this period Kluane River has also become an important route for migrating anadromous salmon. The modern isotope hydrology of Kluane Lake confirms that its current positive water balance is highly dependent on discharge from Slims River. Declining glacial meltwater contributions to Slims River will likely lead to lower water levels in Kluane Lake over the coming decades and possible re-establishment of intermittent or perennial hydrologic closure.     

Contaminants in cetaceans from UK waters: status as assessed within the Cetacean Strandings Investigation Programme from 1990 to 2008

Since 1990, tissue samples from UK-stranded and -bycaught cetaceans have been available for study of contaminant burdens. These have been used to study spatial and temporal trends in concentrations in UK waters, and to investigate potential associations between contaminants and health status. We describe the current status of cetaceans (primarily harbour porpoises, Phocoena phocoena) in UK waters in relation to pollution. Concentrations of BDEs, HBCD, and the organochlorine pesticides are declining. In contrast, concentrations of CBs have plateaued following earlier reductions due to regulation of use, and further reductions are likely to take decades. Blubber PCB concentrations are still at toxicologically significant levels in many harbour porpoises and regularly occur at even higher levels in bottlenose dolphins and killer whales due to their higher trophic level in marine food chains. Further reductions in PCB inputs into the marine environment are needed to mitigate risk from PCB exposure in these species.     

Modeling the decommissioning cost of offshore wind development on the U.S. Outer Continental Shelf

The U.S. government requires renewable energy facilities installed in federal waters provide financial security to help ensure decommissioning obligations are carried out in the event the operator is unable to meet its obligations or goes bankrupt. The size of the bond is determined by the estimated decommissioning cost and is required prior to the approval of construction activities. The purpose of this paper is to develop decommissioning cost estimates for proposed U.S. offshore wind farms. Removal and site clearance cost are estimated across each stage of activity using empirical and hypothetical relations under current technology and market conditions without inflationary adjustment. Preliminary development plans characterize and define the system and serve as model input. A bottom-up approach based on operational stages is developed across removal, transport, processing and disposal activities. Disposal cost is calculated on a per ton basis and is estimated separately for each wind farm component. The model is parameterized with data from four proposed U.S. offshore wind farms and decommissioning costs are found to range from 115,000 to 135,000 $/MW, approximately 3-4% of estimated capital costs.