Experimental Study on the Incipient Movement of Muddy Clay under Different Salinity Conditions.

In order to understand the incipient movement of muddy clay under different salinity conditions, three series of flume tests were performed on incipient movement of muddy clay, including tests on incipient movement of salt-free clay mud under salt water conditions (salt water-salt-free clay mud), incipient movement of salt clay mud under salt water conditions (salt water-salt clay mud), and incipient movement of salt clay mud under freshwater conditions (freshwater-salt clay mud), using a circulating flume, in which the salinity of the water body or cohesive sediment varies from 0 to 40%. Based on the particle image velocimetry system and digital image gray processing technology, the gray curves of water near the clay mud bed surface with the velocity were plotted to quantitatively differentiate the incipient velocity of the sediment for each test. The experimental results showed that the higher the salinity of the water body or cohesive sediments is, the more difficult it is to start moving. There is a logarithmic relationship between the incipient velocity of cohesive sediments and the salinity of the water or cohesive sediments. The incipient velocity increases sharply at a salinity of 0∼10% and slowly at a salinity of 10∼40%. At the same salinity, the incipient velocity of salt clay mud under freshwater conditions is the largest, followed by that of salt clay mud under salt water conditions, while that of salt-free clay mud under salt water conditions is the smallest. In addition, the flow turbulence characteristics were analyzed under the critical conditions of the onset of muddy clay. Ultimately, an empirical formula to calculate the critical incipient velocity of muddy clay is proposed by introducing the salinity. In this study, salinity is included as a reference variable, which expands the research scope of sediment initiation and provides a reference for the study of estuary dynamics.

[The application of noninvasive urodynamics in early detection of diabetic cystopathy].

OBJECTIVE: To evaluate the early detection of diabetic cystopathy (DCP) with the technology of noninvasive urodynamics. METHODS: 70 patients with type 2 diabetes mellitus (DM) and 30 normal control subjects were checked with the technology of noninvasive urodynamics. Based on their disease course of less or more than 5 years, the DM patients were divided into two groups. Maximal flow rate, average flow rate, the volume leading to first bladder sensation and residual urine volume were measured by using noninvasive urodynamic technology. RESULTS: Among the 70 DM patients, 34 were detected to have bladder residual urine, so the DCP detection rate was 48.6%. In the patients with DCP, the average residual urine volume was 7-139 ml (30.1 +/- 27.1) ml, while there was no residual urine in the normal control group. As compared with the normal control group, maximal flow rate and average flow rate were decreased in all the patients with DM and those with DCP (P < 0.01). After follow up of the disease, the patients with a course of more than five years of disease control had even lower maximal flow rate and average flow rate. CONCLUSION: Maximal flow rate decrease and bladder residual urine detected with the technology of noninvasive urodynamics may be widely used in early detection and early diagnosis of DCP.