Groundwater contaminant transport including adsorption and first order decay

This study deals with the transport of a contaminant in groundwater. The contaminant is subject to first order decay or linear adsorption. Its displacement can be modeled by a random walk process in which particles are killed at exponentially distributed times. Dirichlet problems are derived for the rate and mean time at which contaminated particles reach a particular part of the boundary of a certain domain. These Dirichlet problems are solved asymptotically for two types of 2D-flow patterns: flow parallel to the boundary of a domain and arbitrary flow towards a well in an aquifer.     

大口径井开采中埋深高承压岩溶水探讨

本文以工程实例，论述了中埋深高承压岩溶水的勘探及大口径井开发的技术问题，与同行共同切磋。     

利用测井资料研究储层的孔隙结构

以岩芯孔隙结构分析为基础，通过分析表征孔隙结构参数的静态模型， 依据现场数据得到了求解孔隙结构参数的白化方程，从而阐明了用测井资料 求解孔隙结构参数的可行性。通过2个实例的分析表明，可以用声波时差、感 应电导、自然电位等常规测井方法准确地求取孔喉半径、喉道分选系数等孔 隙结构参数。为储层微观非均质性研究打下了基础以及为储层评价提供了有 用的手段，直接指导了油田生产及调整开发措施的实施。     

SITE EFFECT AND EARTHQUAKE DISASTER CHARACTERISTICS IN GUANGZHOU AREA FROM HORIZONTAL-TO-VERTICAL SPECTRAL RATIO(HVSR)METHOD

Site effect, which is related to the amplification of seismic waves, is mostly affected by the thickness and softness of sediment layers. The study of site effect in cities is becoming more and more important to the assessment of ground motions, seismic hazard and engineering seismology. However, in highly populated urban cities, traditional seismic surveys cannot be applied extensively due to their destructive consequences and high cost. The ambient noise, including microseisms and microtremor, could be acquired anywhere and anytime, and thus can serve as an effective source for engineering seismology. In order to get the site effect and distribution of sedimentary layers of Guangzhou area, one hundred QS-05A seismographs with frequency bandwidth of 5s-250Hz were deployed in early 2018 for 35 days. The inter-station spacing of these seismometers is approximately 2~5km. Using continuous ambient noise signals, we obtained the resonance frequency and amplification value beneath each station by horizontal-to-vertical spectral ratio(HVSR)method. Then sedimentary layer thicknesses as well as K-values, which are related to the site vulnerability to ground shaking, were calculated. Our results suggest that the resonance frequencies in Guangzhou area are between 1~6.5Hz. The resonance frequencies increase gradually from 1Hz on the north-east side to 6.5Hz on the south-west side of the study area. The sediment thicknesses change from several meters to about 40m, with the maximum thickness at around the estuary of the Pearl River. This distribution is consistent with the topography. The amplifications are mainly between 2~6. The largest amplification is around the Pearl River and the west part of Baiyun District. In general, the K-values are small(<20), less than the dangerous value, suggesting that Guangzhou area is relatively safe in ground shaking. However, there are three small areas beneath Huadu District, Sanshui District and Nanhai District. They all have K-values greater than 20, suggesting those areas are more vulnerable to earthquake destruction, and higher construction standard is needed. The reliability of our results is further supported by its consistency with topography and borehole data in Guangzhou area. Our results provide important information for shallow underground structure in Guangzhou area, and can be referred as guidelines in urban architecture planning and disaster prevention and mitigation.     

An algorithm for the stratigraphic correlation of well logs

This paper describes an algorithm for the semiautomatic shifting and stretching of one well log relative to another until a local maximum correlation coefficient between the two logs is found. The algorithm grew out of a graphical interpretation of the standard shift correlation procedure. The algorithm does not interpolate data and it is as computationally efficient as the standard correlation method using linear interpolation. The algorithm is generalized to the simultaneous stratigraphic correlation of separate sections from two well logs and two examples of its operation are given.     

Complex Site Effects in Thessaloniki (Greece): II. 2D SH Modelling and Engineering Insights

This paper presents results of numerical modelling of site response for Thessaloniki, obtained with two different 2D methods; a finite difference and a finite element method. Ground motion across a 2D model of the subsoil of the city has been simulated for vertically incident SH waves. The predominance of locally generated surface waves is very clear in the synthetic seismograms of a weak event and of stronger ones. These results are then compared with the observations in time domain and frequency domain. The role of the soil formations with high attenuation in the lateral propagation and the effect of the differential motion close to the lateral variations are also pinpointed. The stronger events were finally used to compute strong ground motion in order to reveal and to discuss practical engineering aspects such as peak ground acceleration value, the most familiar indicator in seismic norms, the soil to rock spectral coefficients for the period bandwidth of interest, and the aggravation factor in terms of 2D to 1D response spectra as a useful ruler to account for complex site effects.     

Protecting the national parks and the world heritage sites in China: challenge and strategy

About 70% of its land area as mountains and plateaus, China is the largest mountain country in the world. Thanks to its vast territory (9.6 million km²), outstanding relief and varied climates, China boasts extremely plenty of ecosystems and landscapes. From south to north, it traverses almost all the temporal zones from tropical rainforest in the southernmost to frigid-temperate needle-leaved forest in the northernmost; from east to west, it sees a gradual transition fro humid forest landscape to extremely arid desert landscape; vertical change of landscapes is most striking owing to the existence of many high mountains (above 6000–7000 m, e.g., the Himalayas, the Kunlun, the Tianshan, the Hengduan, etc.) and plateaus, especially the immense Tibetan Plateau (averagely 4500 m above sea level). All of this give rise to the richness and diversity of ecosystems and landscape in China. Some of the ecosystems are endemic to China, e.g., alpine desert and alpine steppe in the Tibetan Plateau. As a result, China bears a great responsibility in the protection of global ecosystems and landscape.     

Duration Magnitude Scale and Site Residuals for Northern Morocco

— The first empirical duration magnitude (M_D) formula is developed and tested for the Northern Morocco Seismic Network (NMSNET). This relationship is obtained by relating the IGN (Instituto Geografico National, Madrid) body-waves mbLg^IGN to the duration (), and the epicentral distance (), at 25 analogue stations of the NMSNET for 479 earthquakes with 2.5 mb 5.4, from March 1992 to February 2001. M_D estimates are significantly more precise while introducing a correction term for each of these stations, cSta_j. The magnitude for the i^th event (M_D)_i is the mean value of individual M_Dij=–0.14+1.63log₁₀(_ij)+0.031(_ij)+cSta_j. The cSta_j corrections reduce considerably the local site effects which influence the recorded durations and cause stations to either overestimate, or underestimate M_D up to 0.5 magnitude units. Average station M_D residuals (–cSta_j) are found to be independent of the distance from the epicenter to at least 10 degrees. It seems evident that regional geological features in the immediate behavior of stations have a systematic effect on the corresponding obtained residuals: older well-consolidated Precambrian crystalline rocks produce high negative residuals (shorter durations), younger unconsolidated sediments produce high positive residuals (longer durations), whereas, intermediate M_D site residuals appear to be the result of the effect of various factors, principally age and state of consolidation of the bedrock, combined with the local tectonic.     

S-wave velocity structures of sediments estimated from array microtremor records and site responses in the near-fault region of the 1999 Chi-Chi,Taiwan earthquake

The 1999 Chi-Chi, Taiwan earthquake, M_W = 7.6, caused severe damage in the near-fault region of the earthquake. In order to evaluate site effects in the near-field strong motions we estimate S-wave velocity structures of sediments at four sites using array records of microtremors. We also recalculated S-wave velocity structures at other four sites previously reported. To show the validity of the estimated S-wave velocity structures we separate empirical site responses from aftershock records using the generalized inversion method and show the agreement between empirical and theoretical site responses. We also show an observed fact that suggests soil nonlinearity during the Chi-Chi earthquake by comparing horizontal-to-vertical spectral ratios (HVRs) for main shock records with HVRs for aftershock records. Then we calculate one-dimensional equivalent-linear site responses using the estimated S-wave velocity structures and the main shock records observed on the surface. It is found that site amplification due to thick (about 6 km) sediments is one of the important factors for explaining the long-period velocity pulses of about 5 to 10 sec observed at sites in the footwall during the Chi-Chi earthquake. It is also found that the theoretical site responses of shallow soft sediments at sites that sustained severe damage in the hanging wall shows significant amplification around 1 sec. As the amplitude of velocity pulses with period around 1 sec is most critical in causing damage to ordinary buildings of moderate heights, our results suggest that the 1-sec period velocity pulses, amplified by the site response of shallow sediments should contribute to the severe damage during the Chi-Chi earthquake.