加强银行会计的柜面监督

三中全会以来,国家对经济结构、经济体制等各个方面进行了一系列调整和改革,这对于调动企业的积极性,改善经营管理,促进产需结合,搞活经济起了积极的作用。面对这样一个新形势,银行一方面要坚持按经济规律办事,把银行工作做活,充分发挥银行的杠杆作用,以促进国民经济调整,促进生产建设发展。另一方面也要发挥监督作用,制止各种非法活动。 银行的会计柜面是银行的一扇“窗户”,它办理国民经济各单位、各部门的结算工作,我们分理处每天要处理上万张凭证,随着业务做法的改革。

深层次研讨监管理论实现对外汇金融的全面监管──广东分局召开外汇金融监管理论研

深层次研讨监管理论实现对外汇金融的全面监管───广东分局召开外汇金融监管理论研讨会国家外汇管理局广东分局１９９６年７月２—７日，国家外汇管理局广东分局在珠海市召开了“广东外汇金融监管理论研讨会”，会议就如何尽快建立一个完整的外汇监管体系，实现对金融机...

金融监管要齐抓共管

金融监管是《中国人民银行法》赋予中央银行的一项重要职责,是新时期中央银行对专业银行监督管理的依据,是市场经济体制的完善和金融体制改革深化的措施。为此,央行的监管工作必须抓好,要管紧管严管出成效。要想真正的达到这一目的,就应该党政联手、全民参战、齐抓共管才行。

基层央行强化结算监管需做到五个结合

随着金融体制改革的进一步深入,结算监管作为基层人民银行会计部门的一项重要职能显得越来越重要。但是,如何强化结算监管,作为基层央行会计管理人员,我们认为,必须做到五个结合。 一、业务素质的提高与政治素质的强化相结合。银行结算政策性强,涉及面广,业务核算严密,客观上要求结算监管人员知识面要宽,业务操作要熟练。《票据法》

Reviews on Agricultural Nonpoint Source Pollution Monitoring Techniques and Methods

Farmland nutrient loss has become one of the main reason causing agri- cultural nonpoint source pollution and water nitrogen, phosphorus eutrophication. Agricultural nonpoint source pollution monitoring techniques and methods are very important in agricultural nonpoint source pollution control. This paper reviews the various monitoring techniques of agricultural non-point source pollution, including runoff pollutant monitoring, leaching pollutant monitoring and on-line monitoring. The runoff pollutant monitoring methods are mainly included artificial simulation of rain- fall runoff method, flow meter method, weir method and volumetric method. The leaching pollutant monitoring methods are mainly included leaching plate method, leaching gutter method, leakage pooling method, pumping filter pipe method and simulating soil column method. Although online monitoring of farmland nutrient loss still exists some technical bottlenecks and economic limitations, it is the future di- rection of development.

Real-time Monitoring Scheme of Soil Moisture Content in Paddy Field

The monitoring of soil moisture content in paddy field is one of important parts and contents of regional soil moisture monitoring. But a good monitoring scheme hasn’t been established. A real-time monitoring scheme of soil moisture content in paddy field was put forward from two key links of soil moisture content monitoring and field water-layer monitoring. This scheme could meet the alternative monitoring requirements of soil moisture content in water layer and none-water layer. It had a good maneuverability and could provide references for practical work.

行人信号灯探测技术的应用

行人信号灯探测技术近年来在发达国家已开始用于行人优先的路口。此前,专门为行人横过马路设置的信号灯,或用设定的时间控制,或由行人自行通过按钮控制。装上探测仪后,要行人站在信号灯下,灯就会自动变绿,使行人,尤其是儿童、老人和残疾人过马路更加方便。从技术上讲,这种行人自动信号灯的绿灯时间没有固定限制,是根据实际需要可长可短,能确保行人安全横过马路。另外,据调查有不少行人在设有手动控制式信号灯下横过马路时,因为不习惯或者出于其他某种原因而不去使用按钮。这显然失去了行人优先的意义,并使擅自横穿马路者的安全没有保障。我国目前正在准备2008年奥运会期间的交通规划设计,也应在一些行人优先的路口设置这种行人自动信号灯。

Mechanism of rock deformation and failure and monitoring analysis in water-rich soft rock roadway of western China

Aiming to get the strata behavior and stability rules of surrounding rock of the main return airway of Yushujing Coal Mine, convergence deformation of two sides and force of U-shaped steel yieldable support and bolt were monitored, and deformation of surrounding rock and mechanical characteristics of support structure were timely obtained to guide the informa- tion construction and optimize supporting parameters in water-rich soft rock roadway. The field monitoring results indicate the following. （1） Convergence displacement of rock surface increases with time continuity and shows surrounding rock＇s intense theological behavior. The original support scheme cannot control the large deformation and strongly theological behavior; （2） Without backfilling, the U-shaped steel support begins to bear load after erecting for 4-7 days and increases rapidly in the first 30 days. The U-shaped steel support at the right shoulder and top of roadway bears a larger force and the left side and shoulder bears a smaller force; （3） The stress of bolt increasing over time and at the right shoulder of roadway has larger growth and value. The mechanism of rock deformation and the failure and strata behavior in water-rich soft rock roadway are revealed based on the results of the measured relaxation zone of surrounding rock, measured stresses, and the rock mechanics tests.

Monitoring of reclamation-induced ground subsidence in Macao (China) using PSInSAR technique

The long-term reclamation-induced ground subsidence in Macao, a coastal city of southern China was investigated. Persistent scatterer interferometry (PSI) technique was applied to retrieve the deformation rate in Macao during the period from April 2003 to August 2010 with a total of 41 scenes of descending ASAR data sets. The PSI-retrieved results show a relatively stable pattern in Macao Peninsula, Taipa Island and Coloane Island, with an average subsidence velocity of -3 mm/a. In contrast, relatively large subsidence rates are highlighted in Cotai area, a new reclamation land in 1990s, in which an average subsidence velocity is about -10 mm/a. A consistent relationship between the PSI results and the leveling measurements indicate that this PSI technique is an effective tool to monitor the reclamation-induced ground subsidence with a high accuracy and adequate spatial details. Accordingly, the valuable ground subsidence results generated by PSI can be used not only for early detection and remedial activities of potential settlement of building, but also for helping the local government to formulate regional sustainable development planning and decision-making in disaster prevention and mitigation.

Development of an automated system for continuous monitoring of powered roof support in longwall panel

Described the development of an Intrinsically Safe System for continuous monitoring of load and convergence of powered roof supports installed at Iongwall faces. The system developed for monitoring of behavior of a powered support in a mechanized Iongwall sublevel caving face. The logging system can be programmed for logging the data from the sensors at different logging intervals ranging from 16 h to 1 ms for logging variation in hydraulic pressures in legs and convergence of the support during progressive face advance. For recording dynamic loads, the data logger can be programmed to start fast logging, say at 10 ms intervals, when the pressure in a leg reaches a pre-specified threshold value, and continue fast logging until the pressure drops below this threshold value. This fast logging automatically stops when the pressure drops below this threshold value.

Characteristics of CO_2 in unsaturated zone(～90 m) of loess tableland, Northwest China

In order to observe CO_2 characteristics in the unsaturated zone of loess tableland and further understand the carbon cycle,a series of tubes for gas monitoring and sampling were installed in an approximately 90-m deep Qiushe loess section of Lingtai County,Northwestern China.The results show that the concentration of CO_2 was higher in loess than in the atmosphere,reaching a maximum of 6970 lmol·mol^(-1).CO_2 concentrations in loess were higher in summer than in winter.The CO_2 in loess was related to organic carbon decomposed by microbes,and to the CaCO_3–H_2O–CO_2 system in the interface between the saturated and unsaturated zones.

Clinical leadership behaviors among critical care nurses in private and governmental hospital:A cross-sectional survey

Objectives This study aimed to investigate clinical leadership behaviors among critical care nurses and compare the differences between nurses in private and public hospitals.Methods A cross-sectional survey including 365 critical care nurses with a bachelor’s degree in nursing science were recruited in two Egyptian hospitals(a government teaching hospital and one private hospital from January to March 2019.A socio-demographic characteristics form and the Clinical Leadership Behaviors Questionnaire(CLB-Q)were used to collect data.For comparison and analysis,the mean score was calculated and converted to a percentage value.Results Results showed that the overall mean score of nurses’clinical leadership behaviors was 77.11±11.87,the level was higher,and the highest score of the communication dimension was 91.84±7.38.The mean score of nurses at a private hospital(90.48±5.53)was higher than that at a government teaching hospital(68.29±4.21)(P<0.001).On nursing experience,nurses with 5–10 years had higher mean score in self-awareness,advocacy and empowerment,decision making,quality and safety,teamwork,and clinical excellence dimension of clinical leadership behavior than those who worked less than 5 years or more than 10 years(P<0.01).Single nurses had higher mean score in advocacy and empowerment,decision making,quality and safety,and clinical excellence dimension of clinical leadership behavior than those who married(P<0.01).Conclusions Nurse managers should foster clinical leadership by enabling critical care nurses to practice clinical excellence and encouraging their attendance in training programs on quality and safety.Nurses in government hospitals need improvement in clinical leadership behaviors regarding all dimensions.

Monitoring Local Impervious Surface Trends Using Indices Derived from Property Tax and Several Landsat Datasets

Human economic and social needs can be in conflict with ecosystem needs. Land development increases impervious surfaces causing significant negative impacts to aquatic ecosystems. Many impervious surface estimates are derived from remote sensing data, developed by using different methods and often out of date. Remote sensing data is often at scales applicable to regional management, but not local planning decisions. To date, no standardized annual dataset of percent impervious surface exists for use at both local and watershed scales. Effective communication between natural resource managers and local planners has been lacking. One solution is to monitor percent impervious surface with a relative index rather than direct measure. A relative index model can use a currency, like foundation square feet per hectare, which is useful for all decision makers. One data source for developing a relative index of impervious surface is property tax data. These data document annual land development at local scale. Here, the author presents the use of Maryland property tax data to index land development and percent impervious surface.

Slope Seismic Response Monitoring on the Aftershocks of the Wenchuan Earthquake in the Mianzhu Section

Previous investigations have shown that the seismic response of slopes during the Wenchuan earthquake was highly variable. The present study tries to give an answer to the question： Which are the main factors affecting the seismic response degree of slopes？ With the support of the China Geological Survey Bureau, we set 3 monitoring sections in Jiulong slope, Mianzhu city, China with the aim to record the site response of the slope during the affershoeks of the Wenehuan earthquake. After the Wenchuan earthquake, which happened on 12 May 2008, 30 aftershocks have been recorded in these monitoring points. We analyzed 11 records, with magnitudes ranging from ML = 4.6 to ML = 3.1. The amplification factors of the horizontal compound PGA and 3D compound PGA have been determined for the 3 points at different elevations on the slope. Results showed that the dynamic response of the slope on the earthquake was controlled by factors such as topography and the thickness of the Quaternary overburden.

STUDY OF A COMPREHENSIVE MONITORING INDEX FOR TWO TYPES OF ENSO EVENTS

Some recent studies presented two existing types of ENSO events, one is the Eastern-Pacific(EP) type and the other the Central-Pacific(CP) type. This study examined the monitoring ability of several current operational ENSO indices. The results indicated that a single index could not distinguish the EP and CP in the historical ENSO events during 1950-2009. The Nio 3 index may only be suitable for monitoring the EP-type ENSO, while the Nio 4 index works only for the CP-type ENSO. In order to capture the occurrence of ENSO events and distinguish the type, we considered a new monitoring index group using Nio 3 and Nio 4 indices. Further analysis confirmed that this index group can monitor different types of historical ENSO events with different spatial distribution of sea surface temperature. It has a good performance in determining the characteristics of the ENSO events, including peak intensity, onset,decay, and mature phase.

Volumetric measurement of rock movement using photogrammetry

NIOSH ground control safety research program at Spokane,Washington,is exploring applications of photogrammetry to rock mass and support monitoring. This paper describes two ways photogrammetric techniques are being used. First,photogrammetric data of laboratory testing is being used to correlate energy input and support deformation. This information can be used to infer remaining support toughness after ground deformation events. This technique is also demonstrated in a field application.Second,field photogrammetric data is compared to crackmeter data from a deep underground mine.Accuracies were found to average 8 mm,but have produced results within 0.2 mm of true displacement,as measured by crackmeters. Application of these techniques consists of monitoring overall fault activity by monitoring multiple points around the crackmeter. A case study is provided in which a crackmeter is clearly shown to have provided insufficient information regarding overall fault ground deformation.Photogrammetry is proving to be a useful ground monitoring tool due to its unobtrusiveness and ease of use.

Variations of CO2 Mixing Ratios in the Air near the Ground in the European Territory of Russia

The instrumentation, method and measurement results used for measurements of CO2 concentrations in surface air of Obninsk （55.1° N, 36.9° E, 183 m above the sea level） located at a distance of 105 km to the south-west of Moscow are presented. Proposed is a method of experimental data filtering allowing one to separate natural and anthropogenic variations of CO2 concentrations. It is shown that minimal concentrations of CO2 registered in Obninsk and at the continental stations of GAW WMO characterize not only the ＂regional background＂ but also coincide with the data from GAW WMO background stations located in the oceanic regions. In this connection, one can assume that the excess in measured CO2 concentration over its minimal values, making about 5-6 ppm, is connected with an anthropogenic emission, and the continent should be considered as an anthropogenic source of C02.

Influence of ＂Covercrete＂ Morphology on Durability Properties

Many leading experts agree on the importance of monitoring the ＂concrete skin＂ as the most loaded area affected by the external environment. Surfacing, concrete mixture composition and curing are of great importance for the concrete surface resistance. The paper introduces an experimental program focused on the monitoring of de-icing salts resistance, depending on surface roughness. Quantitative evaluation of the concrete surface was performed by using confocal laser scanning microscopy, which is the new generation of optical systems that are able to make all measurements in 3D resolution. These measurements are supplemented by results of mechanical and absorption tests.

FSM-Monitoring of Fatigue Crack in Lattice-Stiffened Steel Plate Deck for Bridge Structures

For elucidating applicability of FSM （field signature method） on detection of fatigue crack initiation and monitoring of its propagation, a series of fatigue tests on steel plate decks （4,625 × 2,250 mm^2） stiffened in lattice-shape by longitudinal and lateral ribs was carried out by using a wheel load traveling test machine. The fatigue crack was observed by visual inspection at the weld toe between the deck plate and the longitudinal rib when the number of wheel load traveling repetition was around 210 thousands. The response of FSM-monitoring, which was the potential difference change between the sensing pins （pair）, became clear when the number of the repetition was around 190 thousands. The fatigue crack initiation could be detected by FSM considerably earlier than visual inspection. The fatigue crack propagation such as the direction could also be monitored even though the distance of the sensing pins was extended to 230 mm. On the other hand, the electric field analysis for the virgin situation without any cracks was carried out. The results of analysis indicated that 60 mm length of crack which could not be confirmed by visual inspection could be detected by FSM.