|
|
H.2.1 Materials
Apparatus and equipment.
a. Stainless steel electric mixer
b. Magnetic stir plate
e. Centrifuge
f.
Mechanical horizontal shaker
Reagents.
a. Diethylenetriamine-pentaacetic acid
b. Calcium chloride
c. Triethanolamine
d. Hydrochloric acid
e. Sodium hydroxide
H.2.2 Sediment preparation
Sediment collected for testing should be consolidated and thoroughly mixed
with a high shear mixer to ensure homogeneity. Samples are collected after
mixing for the determination of sediment physical and chemical characteristics.
The mixed sediment should be stored at 4 οC until needed. Any reference or
background sediment or soils should be handled in the same manner as the
dredged material. Half the mixed sediment is left saturated and anaerobic for
use wetland tests. For terrestrial tests, the other half of the mixed sediment
should be placed in an aluminum drying pan of appropriate size to allow for no
greater than a 1-in. depth of sediment in the bottom of the pan. The sediment is
turned twice daily with a polyethylene shovel to facilitate drying and any debris
is removed. After the material is air-dried to less than 5 percent moisture on a
dry weight basis, it is ground to pass a 2-mm screen and then remixed. The
mixed material is then ready for use in the terrestrial testing portions in the
following sections.
H.2.3 Sediment characterization
Sediment pH. Ten grams (10 g) (oven-dried weight [ODW] to nearest
0.001 g) of original wet, dried, and dried + peroxide sediment are weighed into
H2
Appendix H Plant Bioaccumulation Procedures
|
Privacy Statement - Press Release - Copyright Information. - Contact Us - Support Integrated Publishing |