四级水电站工程建设项目可行性研究报告

.四级电站程建项目可行性研究报（修改版.

.目

录1总论1.1项目背..........................................................1.2项目建设的必要性..................................................1.3项目概况..........................................................51.3问题与建........................................................82市场预.............................................................122.1水利水电供应现.................................................2.2水利水电需求现.................................................2.3水利水电供需现.................................................2.4水利水电价格现状与预...........................................123水利水电资源开发利用条.............................................133.1流域及电网现状与开发利用规.....................................133.2拟开发河段水利水电资源蕴藏量、品质及开发利用的可能.............163.3拟建项目在整个流域内或电网中所处的位置和作.....................173.4拟建项目所在地区法律支持条.....................................174水文.................................................................4.1流域概.........................................................4.2气.............................................................204.3水文资.........................................................4.4年径...........................................................4.5洪.............................................................434.6施工期洪.......................................................494.7H～Q关系曲线....................................................524.8泥沙及冰.......................................................545工程地质.............................................................575.1工程概.........................................................5.2区域地质概.....................................................585.3水库区工程地质条件及评.........................................61.

.5.4坝址区工程地质条..............................................5.5引水建筑物工程地质条件及评价.....................................5.6厂房工程地质条件及评...........................................705.7天然建筑材.....................................................705.8结论及建.......................................................756工程任务与规.......................................................776.1地区经济状.....................................................776.2水力发.........................................................6.3工程建设的必要性和任...........................................786.4水利、动.......................................................796.5径流调.........................................................6.6洪水调.........................................................6.7回水计.........................................................7工程选址及工程总体布...............................................7.1设计依据.........................................................887.2坝址选.........................................................7.3工程总体布.....................................................948主要建筑...........................................................8.1拦河...........................................................8.2隧洞进.........................................................8.3引水隧.........................................................8.4压力前........................................................1008.5压力管........................................................1018.6厂房和升压....................................................1018.7尾水渠设计......................................................1018.8两岸护岸设计....................................................8.9设计计算........................................................1029水力机............................................................9.1电站基本参数....................................................9.2水轮机及其附属设..............................................

.9.3辅助机械设....................................................1239.4主厂房主要尺寸的确定及水力机械主要设备布.....................1259.5主要设备汇总表、附件及附图......................................12610电气...............................................................10.1水电站与电力系统的连接.........................................13610.2电气主接线.....................................................10.3厂用电.........................................................13710.4主要电气设备...................................................13710.5过电压保护及接...............................................13910.6综合自动.....................................................13910.7继电保护.......................................................14110.8直流电源.......................................................14310.9通信...........................................................14310.10电工试验......................................................14310.11附表、附图....................................................11.金属结...........................................................11.1引水隧洞进口段金属结构.........................................14711.2压力前池进水室段金属结构.......................................14711.3电站尾水闸门...................................................14712电站消防...........................................................14712.1.设计依.......................................................14712.2电站消防对象...................................................14713淹没处理和工程占.................................................13.1淹没处理设...................................................14913.2工程占.......................................................15214环境保护及水土保持设.............................................14.1环境保护设...................................................15414.2水土保持设...................................................15815节能设计...........................................................15815.1工程概.......................................................179.

.15.2编制依据.......................................................17915.3耗能项.......................................................17915.4能源供应状况分...............................................18015.5耗能指.......................................................18015.6优化设.......................................................18015.7能源成本分析...................................................18116组织机构与人力资源配.............................................16.1组织机.......................................................18216.2人力资源配...................................................18217施工组织设.......................................................18317.1施工条.......................................................18317.2天然建筑材...................................................18417.3施工导.......................................................18417.4主体工程施...................................................18617.5施工交通及施工总布...........................................17.6施工总进.....................................................18918投资估...........................................................18.1投资主要指...................................................19018.2编制依.......................................................19018.3设计估算编制说...............................................19019融资方...........................................................19.1资本金筹.....................................................19319.2分年投资使用计...............................................19320经济评...........................................................20.1概...........................................................20.2财务评价基础数据与参数选.....................................19420.3不确定性分...................................................19820.5财务评价结...................................................19921国民经济评.......................................................20021.1影子价格及主要参数选.........................................200.

.21.2投资费用调...................................................20121.3国民经济效益估...............................................20121.4国民经济效益费用流量.........................................20121.5国民经济评价指...............................................20221.6国民经济评价结...............................................20222社会评...........................................................22.1项目对社会的影响分...........................................22.2社会风险分...................................................20422.3社会评价结...................................................20423风险分...........................................................23.1项目主要风险因素识...........................................23.2风险程度分...................................................20723.3防范和降低风险措.............................................24招投标分析评价.....................................................25研究结论与建.......................................................125.1可行性研究结...................................................125.2建.............................................................1附：务价表附：行研投估附：程计纸.

.1总论1.1项背1.1.1项名四级水1.1.2承单概电站有限年金产头岔河二级1200kw营1400kw机58人，县境内的水能资源，变资源优势为经济优势**电站有县的xx

设xx四成20001.1.3可性究告制据年8月，**电站有限公司的委托，xx

xx.

.》SL265-2001；SL266-2001；》SL328-2005；》DL/T5105-1999；》SL227-98第253号定环保0》HJ/T2.1-2.3-93；三）[1995]136号xx

字四[号资[2008]500县xx

.

.字[2008]331xx，2009年91.1.4项提的由过

至数5属规模工业企业

7％年全县用量总量将达到而仅2.4亿度电县境xx别是对.

.建6月编。年67上有xx一级、xx四级电站2006）xx*电站1.2项目建的要县xx.

.23量10.5万千瓦量亿kwh，近年Ｔ县的水能电年发电量将8县的支柱

现CO减排2与煤电相比可以有效减少CO气体排从2供万kW²的电量，必将有助于CO国CO气体排放看，本工程建设221.3项目概1.3.1拟地xx上，坝址县与xx的xx

.

.1.2.2建规与标xx位537.50m，10.76m，8.83m，平均m1.2.3主建条

7%的：xxxx，xx

从200万元人xx为3740kw，年量kwh公司建xx于xx仅在

.

.1.2.4项投总金效情5万元万元资万，设备购置费1442.66万元安装工程费04.64元，工程建设用67.12万费97.99万元。

为供3125kW的电力，kW²值1.2.5主技经指xx到达426.24万0.48kW²12.4年，全部投资的财务内部收益率达到7.72%7%.

.于8从

1.3问与议1.3.1电力方的题，2008年ＡＴ为36.17万万kw亿万kw，缺电量约亿kw.h，县经

907kW²的电量，1.3.2建议：.

.特性表序号及名称

单位

数量1、流域面积(坝址以上)

Km

2

17722、利用的水文系列年限

年

503、多年平均年径流量

10

8

m

3

5.364、代表性流量一、水文

多年平均流量拦河闸设计洪水流量(P=5%)

m3/sm3/s

17.21722拦河闸校核洪水流量(P=1%)

m

3

/s

1124施工期洪水流量（P=20%）

m

3

/s

275/64.8二、水库

多年平均悬移质年输沙量1.水库水位正常蓄水位设计洪水位（P=1%）校核洪水位（P=2%）1.发电效益

万tmmm万元

3.89537.50393.13三、工程效益指标

装机容量多年平均发电量

10

Kw4Kw.h

3125907.23四、工程占地

年利用小时数工程占地

hha

29036.981.挡水建筑物挡水建筑物型式地基特性五主要建筑物及设备地震基本烈度拦闸底板高程闸前水位过水宽度

mmm

拦河闸岩基Ⅵ534.50537.5093.

.序号及名称2.厂房型式地基岩性主厂房尺寸副厂房尺寸升压站尺寸

工程特表单位mmm

数量地面式岩基49³49³37³五、主要建筑物及设备

水轮机安装高程3.主要机电设备水轮机型号台数额定出力额定转速最大水头最小水头设计水头

m台kwR/minmmm

ZDJP502-LH-180(φ=+5°)ZDJP502-LH-120(φ=0°)ZDJP502-LJ-60(φ=+5°)41360/556/140214.3/333.3/60010.768.839.9额定流量

m

/s

15.21/6.23水轮机效率发电机型号台数额定容量额定电压发电机功率因数额定转速调速器型号厂内起重机型式

％台KwKvR/min

92/92/89.5SF1250-28/2150，SF500-18/1730SF125-10/74041250/500/1256.3/6.3/0.40.8/0.8/0.5214.3/333.3/600YWT-3000、YWT-1000、YWT-30010t电动单梁（低速）桥式起重机.

.序号及名称

工程特性表单位

数量1.主体工程数量明挖土方

m

3

87164明挖石方

m

3

66551填筑土方

m

3

47776混凝土

m

3

17467干砌石方

m

3

723六、

浆砌石方

m

3

2685施工七、经济指标

2.主要建筑材料木材钢材水泥3.所需劳动力总工日高峰期人数4.总工期1.工程总投资其中：建筑工程机电设备金属结构临时工程独立费用基本预备费水保费用环保费用淹没补偿2.主要经济指标财务内部收益率财务净现值上网电价

3mTT万工日人年万元万元万元万元万元万元万元万元万元万元万元%%元/Kw.h

39.8786992957.385586.272696.751296.96350.34249.72373.60483.04131.896.1348.547.72175.320.48.

.2市场预2.1水水供现县达59万kw年ＡＴ为万kw建电站装机容量为21.04电容量万kw2.2水水需现代等县

2.3水水供现，2008年，全县总亿度，其中工业用电量亿度，农村用电量4为2.4应7.52.4水水价现与测地政0²计。.

.3水利水资源开发用条件3.1流及网状开利规3.1.1流现

7km处汇入二道松花江。河源地理位128

0程1325m。河口经128

0纬程。流

156.6km90km。河道坡在～150m范围内。河道转弯V拔450～1500m，上游多为山区、半山区,县xx3.1.2电网现及力荷测力展况力统荷测

.

.为

27%计》2015年Ａ站到26座水电站机301955kw，预计全9.64kw.h；xx

期、月份不需要国网电量外，其它月份均到为3192³10为2084³10

、表表3.3表3.4表3.12008年县（万项目电站名称

12345678101112

合计系统用电量小水电供电量送国网电量国网补给电量

10661024883103792292686191491492699010141147881576467911591361155112591531153197991285913399002.8116136653436862862813551838793433193121371.93.6361.31.3902513879限制电量

61104

102267表3.22008年ＡＴkw）

县小水电系统电力平衡表

单位（万项目月份23456789101112年统需最大负荷电力情况需容量合计已建电站系统电力

3.563.373.32.53.002.652.552.32.562.482.373.563.373.32.53.002.652.552.32.562.483.372.063.423.314.043.483.832.572.312.131.411.961.792.091.741.821.391.33光明电站0.320.3611.031.311.51.140.710.550.39平衡情况.

拟建电站

二0三电站0.20.360.40.430.30.40.35小营子电站0.040.040.040.050.030.050.050.05头岔河电站0.030.030.030.030.020.030.030.03电力亏损1.51.50.080.170.66

.多余电量0.921.041.280.39表3.32008年ＡＴ项目电站

县小水电区负荷情况表（万kw）名称平均负荷最大负荷最小负荷负荷率

12345671011121.961771.831.741.591.651.311.511.591.671.381.592.692.852.491.891.882.272.01.931.702.001.912.541.621.181.401.261.201.361.191.351.381.481.271.170.770.660.760.980.770.700.700.830.950.890.850.64表3.42015年拟建电站情况表项目

总装机

电站型式年发电量

最大出力

最小出力（kw）（万kw.h）（kw）

（kw）电站名称天池二级站光明二级站光明上电站东青河电站天池一级站珠津江电站

640017006000250016001170

引水式引水式引水式引水式引水式引水式

4203797351110001245485

600015006000200015001000

3500500300010001300500合计

19370

11241，2008年ＡＴ为36.17万kw，已建电站装机容量为万kw亿kw.h，缺电容量为万kw亿kw.h，

县工计平（）力统况7计到2015.

.成由于电制县若上述13座水电站建,3192³10kw.h冬季为4478³10kw.h，3.2拟发段利电源藏、质开利的能3.2.1水资蕴量据1：50000差Hi。按=9.81(Q+下H/2计算出各段水能蕴藏量并累加得出全河段ii为KW能Ei=NiT,单位为KWH。xx

xx为万kw²3.2.2水资品

为24000kw,理xx四1772km2

量673mm，径流深量

3量亿m

3

达67.15万m

26～月为降2.2.

.3.2.3开利的能。xx四左3.3拟项在个域或网所的置作

量3125KW装台机组，保证出位537.5m，头头可3125KW³²的电4.0元计算，每年可值3.4拟项所地法支条，**电站有限公司已取得xx

**电站有限公司作为独.

.4文4.1流概4.1.1流自地概

0

′10″，北

046′积1772km

。xx

游7km处经128041’，

0程1325m

00

程。流

156.6km90km。河道坡2.2‰。～范围内。河道转V拔450～1500m，上游多为山区、半山区,较10～30cm的火.

.县xx4.1.2流水水工开情⑴案来6月编xx。

。年月由共7xx

；xx上布置有xx、二级的四控为1772km为3/s。字[2006]88号⑵利电程发状①xx

50km处年开工，1959月引水xx6m3/s，设计为9.13万亩积万亩为³10.

3

.②xx

程xx于

9.717m，引3量为1141万kwh为3500小时。xx新合乡、处，为⑶水况³10

3

按水源分其中地为1508.16³10

3

为89.97³10

m

3

为17.70³10

3

³10

3

³103，小牲畜用水量为13.33³10342³10为1166.16³104.2气

m

3，在6～9月上旬在7月份的左右为1978年.

.年平均降水量1330mm季从年3月为降雪期，的一为天，但主要雨量集中在1～天内。为2.4℃在生在19888温18.5温42.1987年1月2为在年月份，相应风向为南风。，发生在年3月为111天表～4.3.

..

表4.1气象要素

月份

.123456789多年平均降水量(mm)φ20cm

7.1818.3

8.7629.2

14.168.0

41.7142.3

68.3218.9

110.4172.3

146.7157.8

142.8136.9

70111.2多年平均蒸发

E601

9.15

14.6

34.0

75.4

122.6

99.9

94.7

83.5

70.1(mm)分配比(%)多年平均气温()历年极端最高气温()

1.32-18.55.7

2.11-14.610.6

4.92-5.117.6

10.914.627.0

17.7311.732.8

14.4616.033.6

13.7019.834.4

12.0818.734.6

10.1311.628.9时间(、月、日)

1979,251977,281967,26

1982

63/18,80/31

1978,281972,18

1988

1970,7历年极端最低气温()

-42.8

-40.0

-34.4

-23.3

-9.6

-1.8

2.5

1.9

-9.8时间(、月、日)

1987

1979,2

1970,2

1964,7

1961,5

1965,7

1967,1

1961,271964,27多年平均风速(m/s)历年最大风速(m/s)相应风向

2.320.0W

2.516.0WNW

3.120.0WSW

3.520.7W

3.221.3WNW

2.222.0S

1.916.0N

1.613.0NW

1.914.7W时间(、月、日)多年平均日照时数(h)

1966,29169.1

60/13,79/10182.0

1971,29217.5

1983214.0

1988239.5

1970,291963,161972,30216.5202.4196.3

1987197.6.

.表4.2

松江气象站历年各月最大冻土深及10、30cm冻结、解冻日月份项目

10

11

12

1

2

3

4

5

全年

项目

冻10c极值

13

46

98

145

177

186

186

175

186

平均18/日期

20

30

31

31

28

14天

5天

1,2

19天/3,4

最早

9/1年份

1970

1967

1965,74

1966

1966

1966

1974

1966

1966

最晚

3/1表4.3

松江气象站初、终霜时间及日期月份项目

9

10

11

12

1

2

3

4

5

6

全年

初日平均

6.0

20.7

24.5

27.3

27.5

23.5

23.8

16.3

7.70

0.2

177.517/最多(早

12

27

29

30

31

27

29

24

14

1

193

6/9最少(晚

1

11

19

24

22

18

18

11

2

0

150

26/.

.4.3水资4.3.1水测50于1958年恢复年观测站，1944年年恢有50多年的资。xx上，xx～1980年为用xx上的大甸1958年12月改由表4.4。4.3.2基资情年完.

.表4.4

河系

河名

站

名

地址

F(km

)

河长(km)

水

资料观位二道松花江

五道白河

松

江

ＡＴ

县松江镇

1357

106.4

1941～1944年1958～2008年二道松花江

汉阳屯

ＡＴ

县两江镇

8470

123.9

1943～1940年1953～2008年xx

两江口

ＡＴ

县两江镇

4302

154.8

1958～2008年xx

大甸子

ＡＴ

县万宝乡

1710

103.3

1956～2008年xx

大蒲柴河

敦化市大蒲柴河镇

1111

95.9

1958～2008年二道白河

二道白河

ＡＴ

县二道白河

214

48.6

1958～2008年头道白河

宝

马

1967～1981年.

.4.4年流4.4.1年流料列析⑴料可性析站1956～2005⑵列一性析～1989年用1990年～年采用《xxW

天然

实测

+W

灌溉

工业

生

eq\o\ac(△,活)

引水式中：W

天然

—天然径流量（8m3）；W

实测

—实测径流量（

8

m

3

）；W

灌溉

—农业灌溉净耗水量（

8

m

3

）；W

工业—

（

8m

3

W

生活—

（

8m

3

ΔW

—跨流域引水量（引水

8

m

3

）。1958，195911月竣工。各年引水流量不同，m3/s年。最小引水流0.03⑶积线析1956年年水文观测资料，四级水电站工程建设项目可行性研究报告

.～2005年图4.1见～2005年系1975～1985，1986～，～年径流1.5∑(ki-1)10.50

19601970

19801990

2000年-0.5-1-1.5图4.1

大甸子站年径流差积曲线（1956～2005）⑷短列析为～2005年1956～1956～2000致2005年表4.5。表4.5

单位：m

/s四级水电站工程建设项目可行性研究报告

.站名大甸子

计算系列1956～19791956～2005

N（年）2450

P=15%22.823.1

P=50%15.816.4

P=85%10.411.1表4.6。表4.6

系列

均值(m

/s)

Cv1956～2000年1956～2005年

17.2117.04

0.340.344.4.2年流数⑴径系还xx1958年开工的，1959年年开为～2005年用/表4.7。表4.7

月份

五

六

七

八分配比(%)302525⑵径参计四级水电站工程建设项目可行性研究报告

20

.站1956～2005列P-Ⅲ型

mn

1ni

i

Cv

X

i

(XX)i

2

17.0年

m

3

2.8P(%)

表4.8

1550

85Qp(m年

3

/s)

23.14

16.35

11.094.4.3坝处径站xx

流采用6km处，流域地质、地形、植被、

2为1772km2与xx为表4.9。表4.9

四级水电站工程建设项目可行性研究报告

.P(%)

15

50

85

(m3

/s)

23.98

16.94

11.494.4.4典年取年分、50%85%

的20%本采：1963、：1969、：1976、表4.10

P(%)Qp(m3/s)年

份

1523.981963

5016.941969

8511.491976实Q(3/s)年

21.6

16.4

10.2典型年

还Q(3年年份实Q(3年

/)/)

23.28198123.2

16.71198815.0

11.29197711.2还Q(3/s)年

24.21

16.37

11.89xx四

四级水电站工程建设项目可行性研究报告

.表～4.4.5年流果理检⑴本料靠～2005年径该1959～平枯完整的变化周期，P=15%逐量(1963年典)

m

/s四级水电站工程建设项目可行性研究报告

日

月

.12345678910111212

0.8840.8160.4533.7316.714.40.9100.8610.3403.8314.213.7

11.682.423.351.811.05.8710.590.030.248.111.05.343

0.9530.7630.3244.2013.212.410.2173.134.841.310.65.484567

0.9240.6360.3184.9513.211.80.8900.4570.3105.3812.611.20.8430.2600.3675.3113.211.20.7110.1720.4394.3013.210.4

12.956.831.643.09.874.5523.050.467.039.69.874.2923.545.460.234.811.04.8119.248.046.430.913.04.348

0.5990.2050.4703.5016.010.1226.048.038.027.419.14.94910111213141516

0.6440.2290.4703.1318.318.30.7020.2670.6652.6416.031.20.7610.2660.5922.6115.229.80.7320.2650.6494.4315.232.70.7110.2770.7857.8716.028.60.6690.2920.85718.115.621.50.6080.2980.85831.316.019.40.6440.3500.85829.016.020.9

29.648.032.527.412.65.0624.840.536.430.211.44.0218.642.839.628.814.13.7715.048.030.924.513.03.7117.340.526.024.511.43.6418.140.536.423.311.93.2526.573.115320.99.103.3570.161.418922.77.113.44171819202122232425262728

0.6690.4230.86050.016.020.40.6150.4840.90836.415.216.70.5260.5850.98721.415.214.70.5310.6571.1518.416.714.40.4940.7321.1715.118.319.40.4980.8341.4514.117.625.60.5090.8051.3113.516.021.50.5530.8861.6513.015.617.80.5950.9301.6811.916.016.70.7280.8501.9211.016.017.40.9130.7302.259.1014.516.70.9300.6332.599.4813.915.9

100179166127127147123109143211174137

61.413223.910.63.2985.710521.410.73.0610687.019.712.23.0196.769.017.311.42.8880.357.317.37.822.7668.263.116.38.192.7154.155.415.77.682.6048.844.715.17.802.7942.181.616.37.012.7937.310216.36.822.9232.883.814.66.392.8235.769.014.16.463.972930

0.9590.813

3.029.1013.914.73.7411.413.213.0

123114

37.359.313.55.902.4234.352.013.06.042.2131

0.839

3.7113.9

96.628.6

11.42.06月平均0.7210.5341.2012.615.218.178.556.164.524.710.03.62年平均23.98站P=15%逐日平均量型)四级水电站工程建设项目可行性研究报告

月

1

.2345679101112日12345678

1.301.241.101.051.01

0.3200.5703.3339.541.696.134.28.333.508.331.150.3200.5604.4940.434.976.228.07.453.507.451.090.3200.5506.6543.930.161.028.06.633.507.041.050.3200.5509.5940.429.454.430.96.633.507.041.0100.3200.54012.737.936.576.225.16.213.755.800.9700.3300.53019.435.430.810721.25.394.082.920.9300.3300.52023.130.628.098.419.35.064.082.790.8900.3300.51023.731.335.775.118.15.063.752.670.8509

0.9700.3300.51026.748.377.390.221.86.633.752.540.810101112

0.9300.3300.50028.348.31400.8900.3300.49033.060.71620.8800.3300.68029.583.1133

12021.27.043.752.410.77012918.76.633.752.350.73010218.75.804.082.290.70013

0.8600.3300.89024.381.010784.618.15.803.752.230.680141516171819202122232425262728293031

0.8500.3200.8300.3200.8200.3200.8000.3200.7900.3200.7700.3100.7600.3100.7400.3100.7000.3400.6600.3800.6300.4100.5900.4400.5500.4700.5100.5100.4700.5400.4300.4000.360

1.0921.574.790.372.018.75.804.082.170.6501.4320.667.483.759.116.47.044.082.110.6301.7223.464.577.355.314.86.633.752.050.6001.8429.361.611551.514.35.393.501.990.5702.3729.354.010648.713.04.734.731.930.5502.5644.750.280.555.312.04.736.211.870.5204.0539.443.990.364.911.25.066.211.810.5004.5336.842.110379.313.05.065.801.750.4704.8940.338.720871.016.44.735.801.690.4605.3650.434.622857.215.94.735.801.630.4505.6166.931.318763.914.34.736.631.570.4505.1549.528.520072.012.54.416.211.510.4404.1942.125.621354.411.64.086.631.450.4303.6238.524.916141.511.23.755.801.390.4203.4236.837.013735.69.833.505.061.330.4103.1035.955.010734.89.013.506.631.270.4002.6335.155.099.748.79.423.507.891.210.4002.5148.344.29.018.780.390月平均0.8210.3522.1829.547.010670.317.35.474.912.820.657年平均23.98站P=50%逐日平均量1969年型四级水电站工程建设项目可行性研究报告

：

日

月

.123456789101112123456789101112131415161718

0.8330.3860.4062.5732.744.646.167.421.05.285.021.680.7620.5280.3452.5126.178.945.352.118.56.433.431.590.7010.5890.3252.1324.111943.142.116.86.433.621.740.6300.4060.2641.4923.512936.236.717.45.822.491.530.5380.1830.2131.5524.112328.831.515.75.561.931.530.4880.0730.1931.8525.594.827.328.613.75.281.931.440.4370.1120.1732.1022.778.928.826.413.75.282.131.530.3860.1220.1732.7524.167.625.327.911.95.563.371.410.3350.1520.2443.5643.357.820.628.611.06.433.641.390.2640.2030.2953.9537.950.617.722.410.17.432.841.350.2230.3050.2746.5969.852.417.220.49.276.433.231.220.2030.5990.26424.149.071.622.635.38.905.823.661.420.2030.9350.24453.236.470.521.234.68.145.564.641.270.1831.0060.20370.430.557.823.331.57.435.564.251.070.1630.8230.21328.129.847.920.625.17.096.093.970.8740.1520.8430.18319.328.942.333.921.86.438.902.810.8230.1520.9140.16316.728.239.333.918.76.4310.12.260.8840.1321.060.15215.525.544.629.618.16.097.761.790.72119202122232425262728293031

0.1121.2290.0851.3510.0851.2900.0761.1880.0801.1170.0710.8940.0680.6200.0660.4670.0640.3250.0730.3660.0720.0670.223

0.1412.524.147.926.617.06.097.431.510.6500.1419.525.552.425.918.15.826.771.880.6400.1528.522.763.621.215.45.286.431.540.6910.1567.423.554.118.914.95.565.821.820.5890.1948.831.947.116.121.15.285.561.490.5590.2731.632.751.415.025.15.285.561.600.6090.9227.142.551.416.727.25.025.281.161.204.4622.343.347.917.234.64.745.561.270.7625.8121.640.942.316.742.94.745.561.520.5284.9818.536.444.650.439.74.745.281.360.4164.0022.341.667.615131.54.505.281.340.3663.3536.840.953.312227.94.505.021.310.3353.0645.586.325.15.020.305月平均0.2560.6461.0320.533.363.135.729.39.046.142.491.00年平均16.94P=50%逐量(1988年典)四级水电站工程建设项目可行性研究报告

m

日

月

.12345891011121234567891011121314151617181920212223242526272829

2.830.7860.7763.0377.463.425.79.466.704.763.171.172.700.7550.7763.6564.862.939.78.476.604.263.201.132.580.7140.7764.3956.261.840.37.825.834.263.131.092.450.6830.7764.8754.957.231.412.35.144.262.941.042.320.6410.7764.7749.855.324.520.05.514.162.911.002.190.6100.7864.3346.347.923.414.27.115.972.730.9722.060.5690.7864.2947.046.134.411.18.997.892.680.9311.930.5280.7864.8947.050.568.710.07.718.022.120.9211.800.4970.7865.8443.950.786.49.096.527.012.750.9211.680.4550.7867.9442.642.759.08.475.576.601.690.9101.540.4240.79713.351.039.243.47.815.545.491.920.9001.420.3830.83825.863.840.435.97.226.675.101.960.9001.320.3620.89036.175.037.134.76.8010.64.912.050.8901.330.3830.93135.966.430.737.36.698.494.762.200.8791.370.4140.98325.859.142.338.36.527.044.572.320.8791.400.4341.0317.256.113733.86.346.384.562.270.8691.420.4661.0821.553.616830.56.316.884.292.170.8591.450.4861.1325.851.212433.85.957.513.982.090.8591.480.5171.1726.949.410330.85.7810.33.712.000.8481.500.5381.2234.845.291.628.16.0714.93.681.910.8481.530.5691.2957.441.674.326.116.111.73.691.820.8381.530.6001.3841.038.060.623.133.69.493.921.740.8281.470.6211.4633.634.750.222.026.08.303.711.640.8281.390.6521.5433.234.942.920.922.47.313.681.560.8171.300.6721.6247.763.637.619.418.16.633.681.470.8071.220.7031.7158.269.332.816.915.76.323.681.390.7971.150.7241.7960.458.628.914.813.35.903.681.330.7761.070.7551.8760.567.925.913.612.05.573.681.290.7660.9830.7761.9663.777.023.712.811.15.113.661.250.7453031

0.9000.828

2.0966.769.326.411.810.84.873.281.210.7342.4960.611.210.22.860.714月平均年平均

1.620.5761.2027.855.458.531.411.87.374.572.100.88616.94xxP=85%量(1976)四级水电站工程建设项目可行性研究报告

m

日

月

.123456781011121

0.3550.1220.1320.97423.115.69.7538.410.0135.89.106.87234567891011121314151617181920212223242526272829

0.3550.1320.1420.3450.1420.1620.3450.1520.1720.3350.1620.1930.3350.1720.2030.3140.1720.2430.2940.1720.2740.2640.1720.3140.2430.1720.3450.2230.1720.3860.2330.1620.4160.2430.1420.4570.2640.1320.4870.2740.1120.5280.2840.1010.5580.2640.1010.5580.2430.1120.5580.2230.1120.5580.2030.1220.5580.1830.1220.5580.1620.1320.5480.1420.1420.5380.1220.1520.5380.0980.1620.5280.0770.1720.5170.0840.1620.5990.0920.1520.6700.0990.1420.751

1.1224.414.38.7230.118.927.59.966.161.2631.413.87.9021.826.725.215.26.081.3948.613.47.6319.017.623.227.05.971.5352.112.17.1223.114.220.523.76.181.6744.111.36.4421.814.818.719.47.522.2238.910.56.2115.414.817.617.96.082.7838.910.95.8321.314.216.417.35.493.3341.513.45.5234.315.315.316.96.624.3245.015.25.3639.312.814.816.85.795.4343.316.25.6729.311.013.713.65.397.1045.818.25.6724.410.013.213.64.979.0140.617.16.0120.29.0912.814.65.1411.234.814.310.119.09.5511.913.94.521