SAMPLING DESIGN
Each year the sediment that collects in the stilling basin behind each of the nine v-notch weirs at the Hubbard Brook Experimental Forest is cleaned out. Two methods have been used to document the amount of accumulated sediment between cleanings. From 1955 – 1998, sediment volume was measured by cross sectional survey via surveying with stadia surveying rods along a grid inside the weir for each empty weir and then with the accumulated sediment. The difference was calculated to determine total sediment volume in cubic yards, and then area-weighted sediment volume was calculated by converting to cubic meters and dividing by watershed area in hectares. Beginning in 1975 (1965 for weir 6), sediment was also weighed. For the smaller weirs, all the sediment is weighed between cleanings. For larger weirs, subsamples were collected for wet weight and then dried. Dry weights are then calculated for all the sediment removed from the basin and extrapolated back over the watershed as mass of soil material lost per unit area. This is done by adding up the total wet weight extracted from weir basin by mineral, organic and mixed (or total sediment if not separated out by type) and multiplying by estimated dry weight of the subsamples. That number is divided by weir area to give kg/ha. In 1998 volume measurements were ended at all weirs and the three small weirs (weirs 1, 5 and 6) were chosen for ongoing routine sediment measurement by way of the weighing method. The remaining weirs are cleaned annually but not measured for sediment.
WATERSHED SPECIFIC NOTES
WS-1 (11.8 ha) Sediment volumes have been estimated by the 3-dimensional cross-sectional area basis from1956-1998. However, data from 1960, 61, 62, and 64 are missing. It is unknown whether the data for 1963 and 1965 are for single or multiple years. Starting in 1975, the addition of sediment mass was determined by collecting 3 subsamples during the volume measurements. Wet weight was determined then the samples were dried, reweighed, averaged, and a volume to dry weight conversion was made for the entire basin based on the conversion factor of the subsample. In 1999 cross sectional volume measurements were terminated and weighing of all sediment during the cleaning began. The sediment was recorded and weighed as mineral, organic, or a mix of both. From 2000 to the present the total weight of sediment collected behind the v notch is accounted for as a total of mineral, organic and a mix of both. From 2002-2005 weir 1 was cleaned and the sediment weighed, however, the data have been misplaced. Weir 1 is a 90 degree sharp-crested V-notch weir with a 2-foot notch, but it is a very shallow weir and may not retain as much sediment as the others of the same type.
WS-2 (15.6 ha) Cross-sectional sediment volumes were estimated from 1957-1959. Data are missing from 1960-1963. Cross-sectional data are available for 1965. Volume data for 1966, 67, 68, 70, and 71 were provided by Yale by measuring all sediment in containers of known volume. Data are missing for 1969, and for 1972-75. For the period 1976-1998 volumes were estimated using the 3-dimensional cross-sectional area method. Mass for 1976-present was also estimated by the volume/dry weight method with up to 3 subsamples. Weir 2 is fitted with a 2-foot 120 degree sharp crested V-notch with a large basin. But the watershed was clear-felled in 1965 and treated with herbicides for 3 years. Since 1965, the forest has been regrowing.
WS-3 (42.4 ha) Sediment volume has been estimated by the 3-dimensional cross-sectional area method from 1957-1998. Data are missing for 1960-62 and for 1964. Sediment mass has been estimated by the volume/dry weight method from 1975-1998. Weir 3 is fitted with a 2-foot 120 degree sharp crested V-notch. The watershed is the untreated hydrologic reference watershed.
WS-4 (36.1 ha) Sediment volume was estimated by the 3-dimensional cross-sectional area method from 1965-1998. Sediment mass was estimated by the volume/dry weight method from 1975-1998. Weir 4 is fitted with a 2-foot 120 degree sharp crested V-notch. One third of the watershed was harvested in 25m wide strips in 1970, 1972, and 1974, and is now regrowing.
WS-5 (21.9) Sediment volume was estimated by the 3-dimensional cross-sectional area method during 1965-1983. There are no volume data after 1983. Sediment mass was estimated by the volume/dry weight method during 1975-1983. From 1984-present, mass is estimated by weighing all the sediment wet and drying subsamples to obtain a wet/dry sediment weight factor. In 1976, Bob Bilby removed the debris dams from the lower reaches of the stream just above the weir. WS-5 is fitted with a 1-foot 90 deg. sharp crested V-notch and a modified San Dimas flume. As a result prior to October 1983 most of the sediment carried during high flow events bipassed the basin and was not caught. In October 1983, a sediment trap including a net was built immediately below the notch. The net trapped the following percent of the annual totals: 1984 0.2 percent; 1985 7.4 percent; 1986 0.3 percent; 1987 0.1percent.
WS-6 (13.2 ha) Sediment volume was estimated by the 3-dimensional cross-sectional area method from 1965-1972. Data are missing for 1969. Sediment mass has been estimated from 1966 - present by weighing all sediment wet, then drying subsamples for wet/dry weight ratios. These weights have been determined by a variety of workers: Tony Dominski, Judy Meyers, Bob Bilby, USFS. Weir 6 like Weir 5 has a 1-foot 90 degree sharp crested V-notch and a modified San Dimas flume, but no additional sediment trap. Most sediment during high flows bypasses the basin and is not sampled.
WS-7 (76.4 ha) and WS-8 (59.4 ha) Sediment volumes were estimated by cross-sectional area in Weir 7 since 1967, and in Weir 8 since 1970. There are no missing data. Missing values indicate years when there was not enough sediment to bother cleaning. Therefore, the value of 0.075 for WS-8 for 1975 represents 5 years of sediment. 0.010 for WS-7 for 1986 represents 2 years of data. WS-7 and 8 also have flumes so considerable sediment is lost at high flow. Beginning with 1990, Weirs 7 and 8 were cleaned but the sediment was neither measured nor weighed.
WS-9 Weir 9 was built in 1994 and is cleaned annually, but the sediment is neither measured nor weighed.