| 1. | Another tide gauge station at tai po kau has recorded the sea levels in the tolo harbour for 41 years , since 1963
此外，位于大埔?的测潮站亦提供了吐露港自一九六三年以来41年的水位资料。 |
| 2. | Water - level information from the northern part of the new territories is also similarly relayed to the observatory for real - time monitoring of floods in these areas
此外，新界北部河流的水位资料亦传送至天文台总部以实时监测该区的水浸情况。 |
| 3. | Water - level information from the northern part of the new territories is also similarly relayed to the observatory for real - time monitoring of floods in these areas
此外，新界北部河流的水位资料亦传送至天文台总部以实时监测该区的水浸情况。 |
| 4. | A large restriction exists in acquiring hydrodynamic field due to the insufficient data of water level in the course of exploration of in - situ leachable sandstone - type uranium deposit
摘要在可地浸砂岩型铀矿床的找矿中，由于水位资料匮乏，水动力场研究受到很大的限制。 |
| 5. | The experiment data shows that the region with large surface gradients in longitudinal and horizontal direction locates at the vicinity of spur dike . backwater appear upstream the spur dike , and there exist a recirculation area at the same side downstream the spur dike
实测水位资料表明水流纵横向比降大的区域位于丁坝上下游附近，在丁坝的上游出现壅水，下游存在有收缩区和恢复区，离丁坝越远纵横向水位的变幅越小。 |
| 6. | The value of correction coefficient of kinetic energy increases as a result . the water surface profiles of flume experiments are computed by three different methods : adjusting the local head loss coefficient , deduction of backwater area , and application of backwater expression
随后结合实测水位资料，通过采用调整局部水头损失系数、扣除回水面积以及壅水公式等不同的水面曲线计算方法对实验水槽一维水面曲线进行计算。 |
| 7. | Based on the data recorded of the highest water level in the three survey stations of huangpu river , we give out the parameters estimates by using the eight estimate procedures mentioned above respectively , then we calculated corresponding values of likelihood and goodness - of - fit . we reach the conclusion that maximum - likelihood method performs better and more stable than the others
本文基于黄浦江三个水文观测站的历年最高水位资料，分别利用这八种估计方法，求出了参数估计值，然后分别计算似然函数值和拟合优度度量值w ~ 2 ，对这八种方法进行了比较分析。 |
