• <ins id="pjuwb"></ins>
    <blockquote id="pjuwb"><pre id="pjuwb"></pre></blockquote>
    <noscript id="pjuwb"></noscript>
          <sup id="pjuwb"><pre id="pjuwb"></pre></sup>
            <dd id="pjuwb"></dd>
            <abbr id="pjuwb"></abbr>
            posts - 18,  comments - 5,  trackbacks - 0
            一、題目描述

            Description

            Every time it rains on Farmer John's fields, a pond forms over Bessie's favorite clover patch. This means that the clover is covered by water for awhile and takes quite a long time to regrow. Thus, Farmer John has built a set of drainage ditches so that Bessie's clover patch is never covered in water. Instead, the water is drained to a nearby stream. Being an ace engineer, Farmer John has also installed regulators at the beginning of each ditch, so he can control at what rate water flows into that ditch.
            Farmer John knows not only how many gallons of water each ditch can transport per minute but also the exact layout of the ditches, which feed out of the pond and into each other and stream in a potentially complex network.
            Given all this information, determine the maximum rate at which water can be transported out of the pond and into the stream. For any given ditch, water flows in only one direction, but there might be a way that water can flow in a circle.

            Input

            The input includes several cases. For each case, the first line contains two space-separated integers, N (0 <= N <= 200) and M (2 <= M <= 200). N is the number of ditches that Farmer John has dug. M is the number of intersections points for those ditches. Intersection 1 is the pond. Intersection point M is the stream. Each of the following N lines contains three integers, Si, Ei, and Ci. Si and Ei (1 <= Si, Ei <= M) designate the intersections between which this ditch flows. Water will flow through this ditch from Si to Ei. Ci (0 <= Ci <= 10,000,000) is the maximum rate at which water will flow through the ditch.

            Output

            For each case, output a single integer, the maximum rate at which water may emptied from the pond.

            Sample Input

            5 4
            1 2 40
            1 4 20
            2 4 20
            2 3 30
            3 4 10
            

            Sample Output

            50

            二、分析
               其實就是以點1為s,以點m為t,求最大流,但是要注意輸入的路徑可以重復(見代碼30行),使用Edmonds-Karp算法,具體算法:最大流問題
            三、代碼
             1#include<iostream>
             2#include<queue>
             3using namespace std;
             4#define MAXM 201
             5int m, n;
             6int si, ei, ci;
             7int c[MAXM][MAXM];
             8int f[MAXM][MAXM];
             9int cf[MAXM][MAXM];
            10bool visit[MAXM];
            11int p[MAXM];
            12struct node
            13{
            14    int v, cf;
            15    void set(int vv, int ccf)
            16    {
            17        v = vv; cf = ccf;
            18    }

            19}
            ;
            20int main()
            21{
            22    while(scanf("%d%d"&n, &m) != EOF)
            23    {
            24        memset(c, 0sizeof(c));
            25        memset(f, 0sizeof(f));
            26        memset(cf, 0sizeof(cf));
            27        while(n--)
            28        {
            29            scanf("%d%d%d"&si, &ei, &ci);
            30            c[si][ei] += ci;
            31            cf[si][ei] = c[si][ei];
            32        }

            33        bool flag = true//用于表示是否找到增廣路
            34        while(flag)
            35        {
            36            flag = false;
            37            memset(visit, 0sizeof(visit));
            38            queue<node> q;
            39            node temp;
            40            temp.set(1, INT_MAX);
            41            p[1= 0;
            42            q.push(temp); visit[1= true;
            43            while(!q.empty()) //廣度優先搜索
            44            {
            45                node temp = q.front(); q.pop();
            46                for(int i=1; i<=m; i++)
            47                {
            48                    if(temp.v == i || visit[i] || cf[temp.v][i] == 0)
            49                        continue;
            50                    node newNode; 
            51                    newNode.set(i, min(temp.cf, cf[temp.v][i]));
            52                    p[i] = temp.v;
            53                    q.push(newNode);
            54                    visit[i] = true;
            55                    if(i == m)
            56                    {
            57                        flag = true//找到增廣路
            58                        break;
            59                    }

            60                }

            61                if(flag)
            62                    break;
            63            }

            64            if(flag)
            65            {
            66                int mincf = q.back().cf;
            67                int v1 = p[m], v2 = m;
            68                while(v1 != 0)
            69                {
            70                    f[v1][v2] += mincf; //修改流
            71                    f[v2][v1] = -f[v1][v2];
            72                    cf[v1][v2] = c[v1][v2] - f[v1][v2]; //修改殘留容量
            73                    cf[v2][v1] = c[v2][v1] - f[v2][v1];
            74                    v2 = v1;
            75                    v1 = p[v1];
            76                }

            77            }

            78        }

            79        int res = 0;
            80        for(int i=2; i<=m; i++//計算最大流
            81            res += f[1][i];
            82        printf("%d\n", res);
            83    }

            84}
            posted on 2009-06-23 19:38 Icyflame 閱讀(2538) 評論(2)  編輯 收藏 引用 所屬分類: 解題報告
            久久精品国产精品亚洲精品| 久久电影网一区| 久久精品国产免费观看三人同眠| 久久亚洲精品无码aⅴ大香| 久久婷婷五月综合97色直播| av无码久久久久不卡免费网站| 久久久WWW免费人成精品| 久久精品国产亚洲AV香蕉| 久久这里只有精品首页| 久久伊人色| 久久中文娱乐网| 久久亚洲欧美国产精品| 精品乱码久久久久久夜夜嗨| 免费无码国产欧美久久18| 91精品国产高清久久久久久国产嫩草 | 久久久久中文字幕| 国产高清美女一级a毛片久久w | 久久99精品国产自在现线小黄鸭| 亚洲国产精品久久久久婷婷软件 | 国产精品九九九久久九九| 国产精品99久久久久久宅男小说| 成人免费网站久久久| 久久永久免费人妻精品下载| 亚洲精品97久久中文字幕无码| 国产69精品久久久久99| 国产Av激情久久无码天堂| 久久久无码精品亚洲日韩按摩| 久久青青色综合| 久久久久久久久66精品片| 久久九色综合九色99伊人| 夜夜亚洲天天久久| 久久综合狠狠综合久久激情 | 久久国产精品偷99| 久久精品成人| 久久亚洲视频| 色老头网站久久网| 久久国产欧美日韩精品免费| 亚洲国产精品狼友中文久久久| 日日狠狠久久偷偷色综合0| 三级韩国一区久久二区综合| 人妻无码精品久久亚瑟影视|