coop: 2010/12

2010-12-31

林邊溪潮位站

林邊溪潮位
244551.54 2480860.13

Regards,
Jhih-Cyuan Shen

2010-12-30

高屏溪多集水區與多模式架構參數修正成果

延續前次

高屏溪多集水區與多模式架構之成果進行測試

將 NCHC模式參數資料修正

其成果如圖所示

經過NCHC-NWS模式參數修正後其成果較上次模擬有改善之情況

NCHC-NWS模式（29集水區暗紅色與 7集水區青藍色）水位模擬成果較前次模擬成果符合觀測水位之趨勢

退水段表現較單純使用sobek模式為佳（以 7集水區青藍色為例）

但 NCHC-NWS模式29個集水區之流量在退水段仍有偏高之現象

sobek模式 29個集水區棕色
sobek模式 7個集水區青綠色

2010-12-27

FEWS_Taiwan 工作日誌 20101226

利用高屏溪流域

完成不同集水區架構與不同模式整合之成果

圖片中使用兩種不同降雨逕流模式與兩種不同集水區架構所完成之水位模擬成果

將四種計算成果加以輸出

模式使用之降雨逕流參數若可以改善其模擬成果會更佳良好

此外部份斷面實際位置仍需確認

2010-12-24

I2101001,鯤洲里1,,198603.23438,2526360.00,10.72,k-6
I2101002_01,尚和,,191754.25000,2522752.75,7.18,k-9
I2101002_02,鯤洲里,,193100.00000,2525420.00,18.81,k-8
I2101002_03,尚和1,,197666.45312,2524015.50,21.22,k-7
I2101003_01,佛光山1,,190753.73438,2517654.25,4.81,k-11
I2101003_02,佛光山,,191073.87500,2519944.25,6.47,k-10
I2101003_03,高屏溪2,,193620.00000,2514879.75,9.08,k-14
I2101004_01,大坑溝1,,190528.48438,2514341.00,14.16,k-12
I2101004_02,大坑溝2,,191020.00000,2511360.00,3.49,k-13
I2101004_03,大坑溝,,188839.01562,2511720.00,11.97,k-15
I2101006,武洛溪,,201571.15625,2513577.50,150.41,k-15-1
I2101008,牛稠溪,,194192.62500,2502922.75,63.68,k-16
I2101009,高屏溪口,,186106.84375,2498478.00,113.99,k-18
I2101009_01,牛稠溪下游,,192386.95312,2495288.50,1.01,k-17
I2102001,歡喜山,,225841.14062,2515635.25,413.64,k-23
I2102029,口社溪,,217225.96875,2522602.75,108.50,k-24
I2102032,埔羌溪,,210579.18750,2523737.75,43.47,k-25
I2102033,紅橋溪,,209077.53125,2525411.75,38.19,k-26
I2103001,荖濃溪上游,,232088.35938,2565522.25,955.82,k-19
I2103058,濁口溪上游,,224886.31250,2540561.75,369.09,k-20
I2103075_01,濁口溪,,211420.00000,2532572.25,17.58,k-21
I2103075_02,真我山,,208615.90625,2531860.00,20.47,k-22
I2103076,荖濃溪,,205974.81250,2524160.00,12.67,k-27
I2104040,旗山溪上游,,222499.04688,2568903.50,530.47,k-1
I2104042,內寮溪,,203269.26562,2538993.75,17.15,k-2
I2104043,溝坪溪上游,,198635.73438,2542025.75,49.54,k-3
I2104044_01,旗山1,,193363.04688,2529484.25,6.29,k-4
I2104044_02,溝坪溪下,,194964.18750,2532205.50,9.43,k3-1
I2104049,美濃溪,,203538.90625,2533720.25,124.10,k-5