In recent years, fish invasion has become one of the main reasons for the decline of nativefish stocks. Pseudorasbora parva is considered one of the major invasive species worldwide. The present study investigated the fish resources of the Chabalang Wetland(Lhasa, Tibet) during dif ferent seasons in2009 and 2013. Four hundred and twelve individuals were subsampled to estimate age, growth, and feeding habit of P. parva. Furthermore, food relationships between P. parva and the native Schizothoracinae fish were also examined. The results revealed a significant shift in species composition and community structure characterized by the disappearance of native fish and outbreak of non-native fish. The percentage of nonnative P. parva in the fish collections significantly increased from 33.64% in 2009 to 64.08% in 2013.The standard length(SL) ranged from 22.00 to 78.71 mm, and their age was 1–5 a. The von Bertalanf fy function was used to model the observed length-at-age data as Lt =112.19(1– e~(-0.1495(t +0.8012))) for females and as Lt =123.12(1– e~(-0.1500(t +0.7132))) for males. The results indicated that P. parva in Tibet has lower growth and mortality rates compared with that from the native ranges. Ninety-seven prey taxa belonging to 9 prey categories were identified in the gut of 38 P. parva. P. parva can be considered a generalized and opportunistic predator, competing with the native fish, especially Schizothorax o'connori, Schizopygopsis younghusbandi younghusbandi, and Ptychobarbus dipogon, for Bacillariophyta and Chironomid larvae.This is an important reason for the decline in native fish population. 相似文献
To study the tensile strength of rock under different loading rates, direct tensile test is the most accurate method. However, the eccentric tension in the process of rock direct tensile test has a significant influence on the test results. In this paper, firstly, a self-developed centering device for rock direct tensile test is introduced, which can effectively eliminate the eccentric tension in the process of rock direct tensile test. Then, with the aid of the self-developed centering device, the direct tensile tests of red sandstone under the loading rates of 0.001 mm/s, 0.01 mm/s and 0.1 mm/s are successfully carried out. After tests, both the macro failure characteristics and the scanning electron microscope micrograph show that the fracture pattern of the rock is caused by pure tensile loading. The stress-strain curves of the direct tensile test of the red sandstone show that the process of the direct tensile test can be roughly divided into four stages. With the increase of loading rate, both of the tensile strength and the peak tensile strain of the rock increase obviously. The direct tensile test of the red sandstone shows obvious loading rate effect.