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Explicit simulation on the track and intensity of tropical cyclone Winnie (1997)

Explicit simulation on the track and intensity of tropical cyclone Winnie (1997)
Explicit simulation on the track and intensity of tropical cyclone Winnie (1997)

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Ser.B, 2006,18(6): 736-741

EXPLICIT SIMULATION ON THE TRACK AND INTENSITY OF TROPICAL CYCLONE WINNIE (1997)*

ZHONG Zhong

Institute of Meteorology, PLA University of Science and Technology, Nanjing 211101, China, E-mail: zhongzhong@https://www.doczj.com/doc/111854126.html, ZHANG Jin-shan

Nanjing Hydraulic Research Institute, Nanjing 210029, China

(Received September 26, 2005)

ABSTRACT: An explicit simulation of the tropical cyclone Winnie (1997) was conducted by use of a triply-nested 3-D nonhydrostatic mesoscale model MM5, before and after its landfall. The simulated results show that the model can well reproduce the track of Winnie (1997) with a BOGUS storm-like vortex inserted in the large-scale first-guess field at the initial model time. The mean track error in a 6 h interval is 54.5 km, which is much less than that obtained with the operational prediction. Comparisons between simulation and observation near the landfall place show that the main temporal variation features of sea level pressure and surface wind speed can also be successfully captured. The characteristics of the eyewall, the spiral cloud band and the corresponding precipitation were disclosed, and the applications of the model outputs were also discussed.

KEY WORDS: tropical cyclone, simulation, track, intensity, eyewall, spiral cloud band, storm surge

1. INTRODUCTION

The Tropical Cyclone (TC) is a localized vortex characterized by strong multiscale interactions. Its horizontal extent is typically several hundred to a thousand kilometers, but the energy responsible for the whole system is mainly released in convective cells only a few kilometers across, which will cause severe damage to economy and human’s daily life during and after its landfall. The prediction of TC tracks has been enormously improved over the past few decades, but there has been little skill in forecasting the intensity change of the storm [1] , especially the change over ocean [2] . Due to the insufficient observations over ocean and the limitation of forecast method, it is difficult to give the intensity prediction of TC. Numerical simulation and prediction is one of the most effective skills in the track and intensity prediction of TC, as well as its inner-core structure. The original attempts at TC simulation was made in early 1960s with some axisymmetric models, in which the flow variation in the azimuthal direction was ignored [3-5] , and the smaller scale convections were parameterized with large-scale variables, namely, the so-called implicit scheme, with lower model resolutions. Since the 1990s, asymmetric 3-D nonhydrostatic models with high resolutions have been extensively developed, and the explicit microphysics schemes have been generally used in the TC simulation and prediction, which could more realistically reveal the sophisticated inner-core structure, as well as the mechanism of intensity variation of the TC [6-8] . For example, the well-known Geophysical Fluid Dynamics Laboratory (GFDL) hurricane model has been operationally run with a multiply nested movable mesh system with a grid resolution as high as 6km [9,10] , and the fifth generation mesoscale model (MM5) developed corporately by Pennsylvania State University (PSU) and the National Center for Atmospheric Research (NCAR) has also been employed to simulate and predict the TC by many operational and research units

* Project supported by the R and D Infrastructure and Facility Development Program (Grant No: 2000DIB20096) of Ministry of Science and Technology of China and the National Natural Science Foundation of China (Grant Nos: 40333026 and 40333025). Biography: ZHONG Zhong (1962-),Male, Ph.D., Professor

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all over the world[7,8] .

Most high resolution simulation researches of TC have focused on those occurring over the Atlantic Ocean. As the first part of our series research work on the storm surge simulation driven by TC, the authors will conduct a nested simulation for Winnie (1997), the most intensive one occurred over the west Pacific Ocean in 1997, before and after its landfall, which will provide a more realistic environmental driven wind for our further storm surge simulation. In this article, the related simulation design will be outlined and the simulation results will be compared with observed data.

2. OVERVIEW OF THE TROPICAL CYCLONE

WINNIE (1997)

expensive natural disaster in China. It cost a total of RMB267 billion in damage[11] . The storm originated from a tropical disturbance over the west Pacific (11.2o N, 158.9o E) on August 8, 1997, and it moved northwestward steadily after its generation and then strengthened gradually. On August 11, it was classified as a typhoon, and sustained its intensity for more than 9 d as the strongest typhoon in 1997 over the west Pacific, and its maximum wind speed reached 60 m/s. During its landfall at Wenling, Zhejiang Province, China, in the evening on August 18, the central pressure was about 960 hPa with its maximum surface wind speed of 40 m/s. After its landfall, Winnie (1997) experienced a weakening and reintensification process in Shandong Province, and then moved northeastward through the Bohai sea and landed again at Yingkou, Liaoning Province. It weakened and disappeared in Helongjiang Province during its last period. Most provinces in east and south China were impacted by Winnie (1997), and torrential rainfall occurred over 13 provinces, especially in Zhejiang, Shanghai, Jiangsu, Shandong and Liaoning Provinces, associated with strong wind, which caused sever disaster in those regions[12] .

3. MODEL DESCRIPTION AND INITIAL

CONDITIONS

The numerical model used in this study is the new version of PSU/NCAR nonhydrostatic 3-D mesoscale model[13,14] with the triply nested grid system in the horizontal and 25 layers in the vertical. The model was designed in the Mercator projection plane. Because the simulation of convective system is dependent on the model horizontal resolution[15] and the ambient[16], for an explicit simulation of TC, the three model domains (referred to D1, D2 and D3 respectively, hereafter) are unmovable in the model integration period for simplicity, and the corresponding grid spacings for the domains are 45 km, 15 km and 5 km, respectively. The grid numbers for three domains are respectively 61×61, 91×91 and 121×121, the corresponding model domains are about

2700km×2700km, 1350km1350km and 600km

×

×600km in the projection plane. The time step for a coarser domain (D1) is 120 s, whereas the 1/3 regulation is used for the middle (D2) and fine-mesh domain (D3). The domain D3 is running 12 h after the simulation has started with the consideration of efficiency.

In view of model physics processes and related model options, as was pointed out by Zhang[17] , the implicit and explicit microphysics schemes should be used jointly to depict the water cycle of the model, when the grid space is 20 km-50 km. Therefore, the related physics processes were calculated with the Grell cumulus parameterization scheme (implicit) and the Reisner I (explicit) microphysics scheme for the coarser domain D1 and middle mesh D2, whereas the sophisticated Reisner II explicit microphysics scheme was employed for the fine mesh D3. Besides the above physics processes schemes, the shallow convection scheme and the Blakadar high-resolution planetary boundary layer scheme were considered, and the land surface model developed by the Oregon State University for hydrological process was used in the simulation after the TC landfall, for all the three domains. The radiation scheme is taken from CCM2, which is calculated for a 20 min interval in model integration period.

The model started running at 06GMT on August 17, and endied at 18GMT on August 19, 1997, with a total of 60 h of simulation before and after the landfall of Winnie (1997). The model lateral boundary conditions were interpolated from NCEP/NCAR reanalysis data and the forcing sea surface temperature was from optical interpolation SST data, and both were with a 6 h interval. The initial state came from NCEP/NCAR first guess field inserted with a BOGUS typhoon, and the initial position (25.2o N, 127.1o E) was determined according to the yearbook of tropical cyclone (1997) published by China Meteorological Press.

4. SIMULATION RESULTS

In this section, we will analyze the simulation results of track and intensity obtained with D2 and D3. Besides the locations of the three domains, the simulated tropical cyclone center from model and the observed one from satellite cloud map in a 6 h interval are also shown in Fig.1, and the track errors are listed in Table 1. From Fig.1 and Table 1, we can see that the model could basically reproduce the track of Winnie (1997), as well as its moving direction and speed. The mean track error is about 54.5 km, much

738 less than that in a 48 h operational prediction [18] . Another successful aspect of the Winnie (1997) simulation is in predicting the landfall place and landfall time, The simulated landfall place is almost coincided with the observation one, but the simulated landfall time is about 1h ahead of real one.

Fig.1

of Winnie (1997) for a 6 h interval

Table 1 Track errors for Tropical Cyclone Winnie (1997)

(units: km)

6 h 35.6 12 h 14.5 18 h 9.2 24 h 69.8

30 h 47.8

36 h 44.6

42 h 76.7 48 h 85.1 54 h 95.6 60 h 66.2

Mean 54.5

Fig. 2 Temporal variation of lowest pressure (solid) and

maximum surface wind speed (dotted)

The simulated temporal variations of the lowest pressure and maximum wind speed near the center are shown in Fig.2. It gives an opposite variation phase in pressure and wind speed, which is reasonable in

nature, and the variation of the lowest pressure is steady with time, but for the maximum wind speed, the variation is violent. Before landfall, the surface wind speed increases first, such that the simulated maximum surface wind speed is over 40 m/s, which is similar to that observed in Wenling, Zhejiang Province during the landfall stage of Winnie (1997)[12]. The simulated maximum surface wind speed is rapidly decreased after landfall, and reduced to 29 m/s, 6 h after landfall, lower than the estimated value (35 m/s) from the yearbook of tropical cyclone (1997), but they

are almost the same (28 m/s), 12 h after landfall. o N

28 24

20

In the aspect of lowest pressure near the center, though it decreases rapidly after landfall, the lowest

pressure (944 hPa) near the center is significantly lower than the estimated value (960 hPa) obtained from the yearbook of tropical cyclone (1997) in the stage of landfall. The possible reason for the far lower simulated central pressure is that the air-sea interaction can not be considered in our experiment,

which has been proven that the cooling effect caused by air-sea interaction near the center, namely upwelling cold water resulting from the Ekman pumping, can weaken the intensity of typhoon [19] . Fig. 3 Temporal variation of sea level pressure (a) and

surface wind speed (b) *Data were obtained at the Hongjia Observation Station (station ID: 58665)

The simulated and observed temporal variation of sea level pressure and surface wind speed at the Hongjia Observation Station (station ID: 58665), about 30 km north to the landfall place, is shown in Fig.3 (the wind speed observation was lack for the power down during the landfall). It can be seen that the simulated temporal feature of sea level pressure is

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much similar to that of observation before and after the landfall (Fig.3(a)), and shows a typical “funnel type”. The simulated lowest sea level pressure is 956 hPa, about 7 hPa lower than observed one, which appeared at 12GMT, August 18, about 1 h ahead of observed landfall time. The related temporal variation of surface wind speed at the Hongjia Station is also reproduced (Fig.3(b)). The simulated maximum surface wind speed is 26 m/s, greater than the observed one. It must be pointed out that the simulated wind speed is an instantaneous one, while the wind speed observation is the time mean value over half an hour, and therefore, we can infer that the simulated maximum surface wind speed is identical to observation. On the other hand, the temporal features in Fig.3(b) also shows that the simulated landfall time is somewhat ahead of real landfall time

Fig. 4 Simulated reflectivity at 08GMT at 850 hPa (a, dBz)

and precipitation amount (b, mm) from 07-08GMT, August 18

Now let us shift our attention to the features of cloud system and precipitation rate in eyewall and spiral cloud band. Figure 4 displays the simulated radar reflectivity at 08GMT (Fig.4(a)) at 850 hPa and precipitation amount from 07 to 08GMT (Fig.4(b)), August 18, respectively. We can see a closed eyewall and several spiral cloud bands around the eye. With an asymmetric distribution of the cloud in eyewall, the intensity of reflectivity in the southern part is stronger, and the strongest reflectivity is over 50 dBz, about 30

km away from the center. Besides this eyewall around the center, there is another widened reflectivity band 200 km away from the center in the northern area, in which the reflectivity is greater than 50 dBz over the southeast part of Zhejiang Province. Furthermore, there are some smaller scale disturbances in Fig.4(a), which can be depicted only with such a high resolution numerical model [20].

We can also see from Figs.4(a) and 4(b) that the reflectivity is related with the precipitation rate distribution, just because the reflectivity is mainly dependent on the density of rain water and ice particles. Therefore, the precipitation rate icreases with incrasing reflctivity, and visa vice. The strongest precipitation rate in eyewall is over 60 mm/h. It would be important to know, though the Winnie (1997) is over ocean at that time, the outer spiral cloud system transports water vapor to the area over land from ocean, which can supply water vapor to the stronger precipitation process in land with specific topographic forcing, such as in the southeast part of Zhejiang Province, the corresponding precipitation rate is over 50 mm/h with stronger reflectivity at that time.

As for the microphysics structure of eyewall, it is necessary to point out that the model can give detailed features of rain water, cloud water, ice, snow and graupel, which are similar to those obtained with the general conceptual model. From Fig.5 it can be seen that the rain water contributes more to the reflectivity since both of them is erect in the vertical direction and shows the similar pattern, and the peak mixing ratio of rain water is located lower than 600 hPa in eyewall, as well as in outer spiral cloud band (Figs.5(a) and 5(c)). The inner eyewall associated with the cloud water exhibits a slope and the peak value is located at 600 hPa-400 hPa, whereas the cloud water in the outer spiral cloud band exhibits lower than that in the inner one in the vertical, but both of them extend higher than the rain water in the vertical(see Fig.5(b)). Corresponding to the higher level cloud water, there exists graupel instead of rain water (see Fig.5(c)). The mixing ratio of graupel is the maximum for all the microphysical quantities in the cross section of Fig.5, which is greater than 4 g/kg at about 450 hPa. The distribution of snow is in agreement with graupel in location, but the concentration is lower than graupel and the peak value appears at 200 hPa, higher than that of graupel (see Fig.5(a)). Over 200 hPa, there exists relatively large-scale ice in the horizontal, which is not in agreement with the eyewall and spiral cloud band in pattern. Its extension in the horizontal may contribute mainly to the cirrus mantle. Further analysis on these microphysical quantities is omitted here, for the limitation of related observations, though it is important in the intensity variation/maintenance and energy/water transformation in the tropical cyclone.

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Fig.5 Simulated vertical-longitude cross sections of the

mixing ratio of microphysical quantities (unit:g/kg) and reflectivity (unit:dBz) across the center at 08GMT, August 18

The wind field and its evolution is an important

driven factor for storm surge simulation. As an example, the model outputs are compred with the results of the Holland empirical pressure-wind relationship [21] for the Winnie (1997), which is generally used in storm surge modeling as a driven

wind field now. It clearly shows that the empirical

pressure-wind relationship can not depict the detailed

structure and evolution process of TC, and the main

shortages are as follows: (1)The empirical

pressure-wind relationship can usually provide an

axisymmetric wind field, which can not describe the detailed asymmetric wind structure and the maximum

wind core rotating around the eye clockwise or anti-clockwise. (2) The distribution of empirical wind velocity is independent of coast line, and it can not give a denser isotach near the coastal line. (3) The feature of wind direction is impacted by the

topography of estuary and can not be described well

by the empirical wind field. (4) The evolution of

empirical wind speed varies gradually with time,

which can not show the rush feature caused by the spiral gravity-Rossby wave in TC. (5) The stronger outer wind can not be featured by empirical relationship. (6) The maximum wind core will go into inland accompanying with the TC after its landfall and there is no stronger wind over ocean near coast as shown by the empirical relationship, which is not in agreement with observation.

5. CONCLUDING REMARKS

With a triply nested nonhydrostatic mesoscale model MM5, a track and intensity simulation of the Winnie (1997) have been conducted before and after its landfall. The comparisons between the simulation and observation show that the model can reproduce the main features of the Winnie (1997) with a reasonable BOGUS TC intensity and model initialization time. About the track simulation, the mean error for a 6 h interval is about 54.5 km, less than that given by the operational prediction. Meanwhile, the temporal variation of sea level pressure and surface wind speed near the landfall place has also been successfully described, as well as the intensity variation of the Winnie (1997) before and after its landfall. The distribution of microphysical quantities in eyewall and spiral cloud band in the cross section through the center of Winnie (1997) has been reasonably exhibited.

The outputs of our simulation can provide a high resolution data set for the investigation of intensity variation of TC and related water cycle process over ocean, as well as the mechanism of TC extinction after its landfall. As was discussed in previous section, the ‘lost’ features about the TC by empirical pressure- wind relationship may cause a significant error for storm surge simulation and prediction, especially in shallow water region, where the wind pattern plays an important role in storm surge, and the numerical TC model may be a good replacement for the empirical

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super关键字用法

使用super来引用父类的成分,用this来引用当前对象一、super关键字 在JAVA类中使用super来引用父类的成分,用this来引用当前对象,如果一个类从另 外一个类继承,我们new这个子类的实例对象的时候,这个子类对象里面会有一个父类对象。怎么去引用里面的父类对象呢?使用super来引用,this指的是当前对象的引用,super是当前对象里面的父对象的引用。 1.1.super关键字测试 1package cn.galc.test; 2 3/** 4 * 父类 5 * @author gacl 6 * 7*/ 8class FatherClass { 9public int value; 10public void f() { 11 value=100; 12 System.out.println("父类的value属性值="+value); 13 } 14 } 15 16/** 17 * 子类ChildClass从父类FatherClass继承 18 * @author gacl 19 * 20*/ 21class ChildClass extends FatherClass { 22/**

23 * 子类除了继承父类所具有的valu属性外,自己又另外声明了一个value属性, 24 * 也就是说,此时的子类拥有两个value属性。 25*/ 26public int value; 27/** 28 * 在子类ChildClass里面重写了从父类继承下来的f()方法里面的实现,即重写了f()方法的方法体。 29*/ 30public void f() { 31super.f();//使用super作为父类对象的引用对象来调用父类对象里面的f()方法 32 value=200;//这个value是子类自己定义的那个valu,不是从父类继承下来的那个value 33 System.out.println("子类的value属性值="+value); 34 System.out.println(value);//打印出来的是子类自定义的那个value的值,这个值是200 35/** 36 * 打印出来的是父类里面的value值,由于子类在重写从父类继承下来的f()方法时, 37 * 第一句话“super.f();”是让父类对象的引用对象调用父类对象的f()方法, 38 * 即相当于是这个父类对象自己调用f()方法去改变自己的value 属性的值,由0变了100。 39 * 所以这里打印出来的value值是100。 40*/ 41 System.out.println(super.value); 42 } 43 } 44 45/** 46 * 测试类 47 * @author gacl 48 * 49*/ 50public class TestInherit { 51public static void main(String[] args) { 52 ChildClass cc = new ChildClass();

Java super关键字用法源代码

public class HelloWorld { public static void main(String[] args) { Dog d=new Dog(); d.shout(); d.printName(); } } class Animal{ String name="动物"; void shout() { System.out.println("动物发出叫声"); } } class Dog extends Animal{ String name="犬类"; void shout() { super.shout();//使用super关键字访问父类的成员方法} public void printName() { System.out.println("它的名字是name="+https://www.doczj.com/doc/111854126.html,); //使用super关键字访问父类的成员变量

} public class HelloWorld { public static void main(String[] args) { Dog d=new Dog(); } } class Animal{ String name="动物"; public Animal(String name){ System.out.println("它是一只"+name); } void shout() { System.out.println("动物发出叫声"); } } class Dog extends Animal{ String name="犬类"; public Dog() { super("二哈");

C 中的EXPLICIT关键字

c++中的explicit关键字用来修饰类的构造函数,表明该构造函数是显式的,既然有"显式"那么必然就有"隐式",那么什么是显示而什么又是隐式的呢? 如果c++类的构造函数有一个参数,那么在编译的时候就会有一个缺省的转换操作:将该构造函数对应数据类型的数据转换为该类对象,如下面所示: class MyClass { public: MyClass(int num); } .... MyClass obj=10;//ok,convert int to MyClass 在上面的代码中编译器自动将整型转换为MyClass类对象,实际上等同于下面的操作: MyClass temp(10); MyClass obj=temp; 上面的所有的操作即是所谓的"隐式转换". 如果要避免这种自动转换的功能,我们该怎么做呢?嘿嘿这就是关键字explicit的作用了,将类的构造函数声明为"显示",也就是在声明构造函数的时候前面添加上explicit即可,这样就可以防止这种自动的转换操作,如果我们修改上面的MyClass类的构造函数为显示的,那么下面的代码就不能够编译通过了,如下所示: class MyClass { public: explicit MyClass(int num);

} .... MyClass obj=10;//err,can‘t non-explict convert class isbn_mismatch:public std::logic_error{public:explicit isbn_missmatch(const std::string &s):std:logic_error(s){}isbn_mismatch(const std::string&s,const std::string&lhs,const std::string &rhs):std::logic_error(s),left(lhs),right(rhs){}const std::string left,right;virtual~isbn_mismatch() throw(){}}; Sales_item&operator+(const Sales_item&lhs,const Sales_item rhs){if(!lhs.same_isbn(rhs)) throw isbn_mismatch("isbn missmatch",lhs.book(),rhs.book());Sales_item ret(lhs);ret+rhs;return ret;} Sales_item item1,item2,sum;while(cinitem1item2){try{sun=item1+item2;}catch(const isbn_mismatch&e){cerre.what()"left isbn is:"e.left"right isbn is:"e.rightendl;}} 用于用户自定义类型的构造函数,指定它是默认的构造函数,不可用于转换构造函数。因为构造函数有三种:1拷贝构造函数2转换构造函数3一般的构造函数(我自己的术语^_^) 另:如果一个类或结构存在多个构造函数时,explicit修饰的那个构造函数就是默认的 class isbn_mismatch:public std::logic_error{public:explicit isbn_missmatch(const std::string &s):std:logic_error(s){}isbn_mismatch(const std::string&s,const std::string&lhs,const std::string &rhs):std::logic_error(s),left(lhs),right(rhs){}const std::string left,right;virtual~isbn_mismatch() throw(){}}; Sales_item&operator+(const Sales_item&lhs,const Sales_item rhs){if(!lhs.same_isbn(rhs)) throw isbn_mismatch("isbn missmatch",lhs.book(),rhs.book());Sales_item ret(lhs);ret+rhs;return ret;}

super关键字

如果子类中定义的成员变量和父类中成员变量同名时,子类就隐藏了从父类继承的成员变量。当子类中定义了一个方法,并且这个方法的名字、返回类型、参数个数和类型和父类的某个方法完全相同盟时,子类从父类继承的这个方法将被隐藏。如果在子类中想使用被隐藏的成员变量或方法就可以使用关键字 super。 1 使用关键字super调用父类的构造方法 子类不继承父类的构造方法,因此,子类如果想使用父类的构造方法,必须在子类的构造方法中使用,并且必须使用关键字super来表示,而且super必须是子类构造方法中的关一条语句,如例子4.23所示. 例子4.23 class Student { int number; String name; public Student() { } public Student(int number,String name) { this.number=number; https://www.doczj.com/doc/111854126.html,=name; System.out.println(" I am "+name+" my number is "+ number); } } class Univer_Student extends Student { boolean marry; public Univer_Student(int number,String name,boolean b) { super(number,name); marry=b; System.out.println("婚否=" + marry); }

} public static void Example4_23 { public static void main(String args[]) { Univer_Student zhang=new Univer_Student(9901,"和晓林",false); } } 运行结果: I am 和晓林my number is 9901 婚否=false; 需要注意的是:如果在子类的构造方法中,没有使用关键字super调用父类的某个构造方法,那么默认有 super(); 语句,即调用父类的不带参数的构造方法。 如果类时定义了一个或多个构造方法,那么Java不提供默认的构造方法(不带参数的构造方法),因此,当在父类中定义多个构造方法时,应当包括一个不带参数的构造方法,以防子类省略super时出现错 误。

java笔记(super关键字的使用)

super 关键字的使用 super 关键字出现在子类中,主要功能就是完成子类调用父类中的内容,也就是调用父类中的属性或方法。 super 调用父类中的构造方法: class Person { String name; int age; public Person(String name,int age) { https://www.doczj.com/doc/111854126.html,=name; this.age=age; } } class Student extends Person { String school; public Student() { super("张三",27); } } public class TestPersonStudentDemo { public static void main(String args[]) { Student s=new Student(); S.shchool=”北京”; System.out.println("我是:"+https://www.doczj.com/doc/111854126.html,+",今年:"+s.age+"岁,学校:"+s.school) ; } } 输出结果为:我是张三,今年27岁,学校:北京 本程序在子类的构造方法中明确地指明了调用的是父类中有两个参数的构造方法,所以程序在编译时不再去找父类中无参的构造方法。 用super 调用父类中的构造方法,只能放在子类的第一行。 通过super 调用父类的属性和方法: class Person 父类构造方法 子类构造方法 调用父类构造方法

{ String name; int age; public Person() { } public String talk() { return "我是:"+https://www.doczj.com/doc/111854126.html,+",今年:"+this.age+"岁"; } } class Student extends Person { String school; public Student(String name,int age,String school) { //在这里用super 调用父类中的属性 https://www.doczj.com/doc/111854126.html,=name; super.age=age; //调用父类中的talk()方法 System.out.print(super.talk()); //调用本类中属性 this.school=school; } } public class TestPersonStudentDemo3 { public static void main(String args[]) { Student s=new Student("张三",27,"北京"); System.out.println(",学校:"+s.school); } } 输出结果为: 我是:张三,今年:27岁,学校:北京 限制子类的访问 有些时候,父类并不希望子类可以访问自己的类中全部的属性或方法,所以需要将一些属性父类构造方法 子类构造方法 父类一般方法

explicit关键字的作用

谈谈explicit关键字 2004-08-19 20:35 16677人阅读评论(7) 收藏举报 今天看到公司的代码内有大量的explicit关键字,但是老版的MSDN内例子并不完善,实在是不明白,最终从网上一篇文章内找到了答案:原来explicit是为了防止隐式使用拷贝构造函数的.以下附上从新版MSDN中找到的例子和网上那篇文章: // Copy From MSDN This keyword is a declaration specifier that can only be applied to in-class constructor declarations. An explicit constructor cannot take part in implicit conversions. It can only be used to explicitly construct an object. The following program will fail to compile because of the explicit keyword. To resolve the error, remove the explicit keywords and adjust the code in g. // spec1_explicit.cpp // compile with: /EHsc #include class C { public: int i; explicit C(const C&) // an explicit copy constructor { printf("/nin the copy constructor"); } explicit C(int i ) // an explicit constructor { printf("/nin the constructor"); } C() { i = 0; } }; class C2 { public: int i;

java复习题

1、下列选项中关于Java中封装的说法错误的是()。 A、封装就是将属性私有化,提供共有的方法访问私有属性 B、属性的访问方法包括setter方法和getter方法 C、setter方法用于赋值,getter方法用于取值 D、包含属性的类都必须封装属性,否则无法通过编译 2、Java中,如果类C是类B的子类,类B是类A的子类,那么下面描述正确的是() A、C不仅继承了B中的成员,同样也继承了A中的成员 B、C只继承了B中的成员 C、C只继承了A中的成员 D、C不能继承A或B中的成员 3、分析选项中关于Java中this关键字的说法正确的是() A、this关键字是在对象内部指代自身的引用 B、this关键字可以在类中的任何位置使用 C、this关键字和类关联,而不是和特定的对象关联 D、同一个类的不同对象共用一个this 4、以下关于布局的说法,错误的是() A、BorderLayout是边框布局,它是窗体的默认布局 B、null是空布局,它是面板的默认布局 C、FlowLayout是流布局,这种布局将其中的组件按照加入的先后顺序从左向

右排列,一行排满之后就转到下一行继续从左至右排列 D、GridLayout是网格布局,它以矩形网格形式对容器的组件进行布置。容器被分成大小相等的矩形,一个矩形中放置一个组件 5、以下用于创建容器对象的类是()(多选) A、Frame B、Checkbox C、Panel D、TextField 6、以下关于抽象类和接口的说法错误的是() A、抽象类在Java语言中表示的是一种继承关系,一个类只能使用一次继承。但是一个类却可以实现多个接口。 B、在抽象类中可以没有抽象方法 C、实现抽象类和接口的类必须实现其中的所有方法,除非它也是抽象类。接口中的方法都不能被实现 D、接口中的方法都必须加上public关键字。 7、关于面向对象的说法正确的是() A、类可以让我们用程序模拟现实世界中的实体 B、有多少个实体就要创建多少个类 C、对象的行为和属性被封装在类中,外界通过调用类的方法来获得,但是要知道类的内部是如何实现

VB的关键字

VB关键字大总结 1.编译命令关键字总结 作用关键字 定义编译常数。 #Const 编译程序码中的选择区块。 #If...Then...#Else 2.变量与常数关键字总结 作用关键字 指定值。 Let 声明变量或常数。 Const, Dim, Private, Public, New, Static 声明模块为私有。 Option Private Module 判断 Variant。 IsArray, IsDate, IsEmpty, IsError, IsMissing, IsNull, IsNumeric, IsObje TypeName, VarType 引用当前对象。 Me 变量须明确声明。 Option Explicit 设置缺省数据类型。 Deftype 3.运算符关键字总结 作用关键字 算术。 ^, -, *, /, \, Mod, +, & 比较。 =, <>, <, >, <=, >=, Like, Is 逻辑运算。 Not, And, Or, Xor, Eqv, Imp 4.错误关键字总结 作用关键字 产生运行时错误。 Clear, Error, Raise 取得错误信息。 Error 提供错误信息。 Err 返回 Error 变体。 CVErr 运行时的错误处理。 On Error, Resume 1

型确认。 IsError Collection 对象关键字总结 用关键字 立一个 Collection 对象。 Collection 加对象到集合对象中。 Add 集合对象中删除对象。 Remove 用集合对象中的项。 Item 金融关键字总结 用关键字 算折旧率。 DDB, SLN, SYD 算未来值。 FV 算利率。 Rate 算本质利率。 IRR, MIRR 算期数。 NPer 算支付。 IPmt, Pmt, PPmt 算当前净值。 NPV, PV 控制流关键字总结 用关键字 支。 GoSub...Return, GoTo, On Error, On...GoSub, On...GoTo 出或暂停程序。 DoEvents, End, Exit, Stop 环。 Do...Loop For...Next, For Each...Next, While...Wend, With 断。 Choose, If...Then...Else, Select Case, Switch 用过程。 Call, Function, Property Get, Property Let, Property Set, Sub 目录和文件关键字总结 用关键字 变目录或文件夹。 ChDir 变磁盘。 ChDrive 制文件。 FileCopy 建目录或文件夹。 MkDir 除目录或文件夹。 RmDir 新命名文件、目录或文件夹。 Name 2

java关键字

JA V A的保留关键字 在java中保留关键字是被java本身定义使用的字母组合,具有特殊意义,所以不能用作变量名、方法名以及包名。Java共有51个关键字,中const和goto虽然被保留但未被使用。保留关键字分为8大类: 一、访问控制: 序号保留关键字定义或作用 1 private 私有的 2 protected 受保护的 3 public 公共的 二、类、方法、变量的修饰符: 序号保留关键字定义或作用 4 abstract 声明为抽象 5 class 类 6 extends 扩展、继承 7 final 终极、不可变 8 implements 实现 9 interface 接口 10 native 本地 11 new 新建、创建 12 static 静态 13 strictfp 严格精准 14 synchronized 同步 15 transient 短暂 16 volatile 易失 三、程序控制语句: 序号保留关键字定义或作用 17 break 中断、跳出循环 18 continue 继续 19 return 返回 20 do 运行 21 while 循环 22 if 如果 23 else 那么、反之 24 for 循环 25 instanceof 是否实例 26 switch 开关 27 case 返回开关的结果 28 deault 默认

四、异常处理 序号保留关键字定义或作用 29 catch 处理异常 30 finally 最终都执行 31 throw 抛出一个异常对象 32 throws 声明一个异常可能被抛出 33 try 捕获异常 五、包相关: 序号保留关键字定义或作用 34 import 引入 35 package 包 六、基本类型: 序号保留关键字定义或作用 36 boolean 布尔 37 byte 字节 38 char 字符 39 double 双精度 40 float 单精度 41 int 整型 42 long 长整型 43 short 短整型 44 null 对象的空 45 true 真 46 false 假 null “” 七、变量引用: 序号保留关键字定义或作用 47 super 父类、超类 48 this 本类 49 void 无返回值 八、访问控制保留字(未使用) 序号保留关键字定义或作用 50 const 常量 51 goto 跳转

java中super关键字的三种用法

1.子类的构造函数如果要引用super的话,必须把super放在函数的首位. class Base { Base() { System.out.println("Base"); } } public class Checket extends Base { Checket() { super();//调用父类的构造方法,一定要放在方法的首个语句 System.out.println("Checket"); } public static void main(String argv[]) { Checket c = new Checket(); } } 如果想用super继承父类构造的方法,但是没有放在第一行的话,那么在super 之前的语句,肯定是为了满足自己想要完成某些行为的语句,但是又用了super继承父类的构造方法。那么以前所做的修改就都回到以前了,就是说又成了父类的构造方法了。 2.在Java中,有时还会遇到子类中的成员变量或方法与父类(有时也称父类)中的成员变量或方法同名。因为子类中的成员变量或方法名优先级高,所以子类中的同名成员变量或方法就隐藏了父类的成员变量或方法,但是我们如果想要使用父类中的这个成员变量或方法,就需要用到super. class Country { String name; void value() { name = "China"; } } class City extends Country { String name; void value() { name = "Hefei"; super.value();//不调用此方法时,https://www.doczj.com/doc/111854126.html,返回的是父类的成员变量的值null System.out.println(name);

所有关键字的含义

abstract do implement private this boolean double import protected throw break else instanceof public throws byte extend int return transient case false interface short true catch final long static try char fianlly native strictfp void class float new super volatile continue for null switch while default if package synchronized abstract: 含义:抽象的 作用:用来修饰类和方法 用来修饰类时表示这个类为抽象类、用来修饰方法的时候表示这个方法为抽象方法。boolean: 含义:布尔型数据定义,这种数据类型只有两种值:true(真) 和false(假) 作用:用来修饰变量,把这个变量定义成为布尔型的变量。 break: 含义:跳出 作用:用于在某个循环中,或者在某个swicth语句中跳出某个循环或者跳出某个选择。byte: 含义:字节 作用:用来修饰变量,把这个变量定义成为字节型的变量。 case: 含义:英文原义是--案例、实例,但在Java中表示符合某个值。 作用:用于在switch语句中对条件进行选择。 catch: 含义:捕获、得到 作用:用于在异常处理中捕获某种异常。 char:

含义:字符 作用:用来修饰变量,把这个变量定义成为字符型的变量。 class: 含义:类 作用:用来修饰变量,把这个变量定义成为类。 continue: 含义:英文原义是继续,但在Java中表示进入下一个循环的意思。 作用:在循环中,跳过continue下面的语句,进入下一个循环。 default: 含义:缺省的、默认的 作用:用于在switch语句中表示如果以上的值都不满足的情况下,选择default表示的内容执行。 do 含义:执行 作用:用于do…..while语句中,在里面表示循环体。 double 含义:英文原义是双,一对的意思,但在Java中表示双精度型 作用:用来修饰变量,把这个变量定义成为双精度型的变量。 else: 含义:否则 作用:用于在if…..else语句中表示如果不满足if所包含的条件,那么就执行else所包含的内容。 extend: 含义:英文的原意是扩展的意思,但在Java中表示继承 作用:用于子类继承父类的时候,子类的定义语法中。 false: 含义:假 作用:用于表示一个布尔类型变量的值-----------假 final 含义:最终的 作用:用于修饰类、方法、变量 用于修饰类时表示这个类为最终类,也就是意味着这个类不能被继承。 用于修饰方法时表示这个方法为最终方法,也就是意味着这个方法不能被重载。 用于修饰变量的时候,表示这个变量为常量----不能改变值。 finally: 含义:最终的 作用:用于在try…..catch….finally语法中。表示不管程序运行时能否捕获到异常,都必须执行finally里的语句。一般用于释放内存资源,如Connection,DataReader的对象等。float: 含义:浮点型 作用:用来修饰变量,把这个变量定义成为浮点型的变量。 for: 含义:在Java中表示for循环 作用:用于for循环的语法中,表示循环语句的开始。

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