Suspended Solids. Solids that either float on the surface of or are in suspension in water, Sewage or other liquids and which are removable by laboratory filtering.
Suspended Solids. Upper Macungie Authority
Suspended Solids. The total suspended matter that floats on the surface of, or is suspended in, water, wastewater, or other liquid, and which is removable by laboratory filtering.
Suspended Solids. Total Kjeldahl Nitrogen
Suspended Solids. (a) A water sampler comprises a transparent PVC cylinder, with a capacity of not less than 2 litres, and can be effectively sealed with latex cups at both ends. The sampler should have a positive latching system to keep it open and prevent premature closure until released by a messenger when the sampler is at the selected water depth (e.g. Kahlsico Water Sampler or an approved similar instrument).
Suspended Solids value recorded at Impact Station IS10 which is closer to the works than monitoring station SR5 is below the Action and Limit Level during the same tide on the same day.
Suspended Solids. 3.3.5.1.3 The trend of suspended solid levels of each impact monitoring station was shown similar with the control stations of each tide, i.e , slightly fluctuated between the period from September to December 2012. The trend of suspended solid levels of each monitoring station was shown in Appendix G. Moreover, the trend did not show any noticeable deterioration of Suspended Solids.
Suspended Solids. Contrary to expectation the suspended solid content was and lay in the range 1.0 to 4.2 mg/l, with a grain size distribution in the range 0.02 to 0.06 mm. Occasional excursions to 15 mg/l suspended solids content were noted during storm conditions. Design of the dual media filter beds allowed for levels up to 25 mg/l.
Suspended Solids. The suspended solids content is closely related to the flow rate. It rises at flow waves and higher values are characteristic mainly for the summer period. In 2019, the highest contents were found in June in connection with the highest flow wave at the end of May, which culminated at 5490 m3.s-1. At individual sampling sites, they reached values from 42.2. to 202 mg.l-1 and the highest values (202. and 200 mg.l-1) were recorded on the sampling site No. 109 in the Danube at Bratislava. On the common sampling sites, there were no such large differences as was the case in 2018. The largest difference was found in the Danube old riverbed at Rajka (No. 1203/0001), where the Slovak Party in June recorded a suspended solids content of 97 mg.l-1 and the Hungarian Party 113 mg.l-1. Besides the June values, higher contents on some sampling sites occurred in March, in connection to the flow wave in the mid-month, that culminated at 4626 m3.s-1. The highest March content of suspended solids (122 mg.l-1) was again documented on the sampling site No. 109 in the Danube at Bratislava and slightly lower (107 mg.l-1) in the upper part of the reservoir on the site No. 307. In the lower part of the reservoir (the sampling site No. 311), the suspended solids content was low during the year (4.6 to 42.2 mg.l-1) and in the left-side river branch system on the sampling site No. 3528 in the Bačianske river arm, the contents fluctuated maximally up to 28 mg.l-1. The purest water was again the seepage water, where the values fluctuated in a narrow range from <2 to 14 mg.l-1. Due to the origin of water, the content of suspended solids here is low for a long time. Compared to the previous year, the suspended solids contents were higher at most sampling sites, in the Danube at Medveďov (No. 112/2306), in the right-side seepage channel at Čunovo/Rajka (No. 3531/0084) and at the end of the left-side river branch system (No. 3528) they were similar. The content of suspended solids measured in the Danube downstream of the reservoir at Medveďov, was lower during flow waves than in the Danube at Bratislava, what indicates the sedimentation effect of the reservoir. The suspended solids content at selected sampling sites is shown in Fig. 2-5.
Suspended Solids. Not to exceed 10 milligrams per litre.
