Long-form / 深度專題

斜坡安全:由一場雨到一套制度

Slope safety: from one rainstorm to an entire system

香港嘅山泥傾瀉,係幾時開始由「天災」變成可以規管嘅工程問題?

香港每年雨量可以集中在幾日之內落下,山多、坡陡、屋貼住坡腳,於是「山泥傾瀉」一直係城市風險而唔止係天氣現象。呢篇由 1889 年嘅暴雨講到 1972 年旭龢道,再講 1977 年之後嘅土力工程處、山泥傾瀉警告同排水隧道,說明一套制度係點樣由傷亡數字砌出來。

約 4 分鐘 · 7 節 · 27 條時間線 · 2 份文獻

繁體中文

一、暴雨唔係新事:由 1889 到 1948

香港最早有紀錄嘅同類事故,係 1889 年 5 月 29 日:天文台錄得 581 毫米雨量,暴雨引發山泥崩塌,山頂纜車部分路段受損。當時既冇土力工程師,亦冇斜坡登記冊,一場雨之後只係修路、清泥、善後,冇人問「呢幅坡由邊個負責」。

1925 年 7 月 14 日起連續幾日,港島半山爆發嚴重山泥傾瀉,普慶坊七間洋房被摧毀,最終 75 人死亡,罹難者大多係華人上層社會嘅商人。事後嘅檢討仍然停留在「雨太大」,擋土結構由私人興建、冇人審圖,係當時制度嘅空白。

1926 年 7 月 19 日一場暴雨,錄得截至 2020 年最高嘅單日雨量;同一時期嘅紀錄顯示,問題唔在於有冇暴雨,而在於暴雨落喺邊。1948 年之後嘅官方統計更直接:由 1948 年至 2017 年,香港因山泥傾瀉而罹難嘅人數接近五百名。

二、1966 與 1972:兩次改變方向嘅事故

1966 年 6 月 11 日,連續三日豪雨令多處山泥傾瀉、房屋倒塌,64 人喪生、48 人下落不明、29 人受傷,受影響人數達 6183 人。呢次「六一二雨災」顯示,問題已經唔止半山洋房,而係整個木屋區同臨時建築。

1968 年 6 月 13 日,筲箕灣馬山村一幅山坡塌下,壓毀多間木屋,16 人死亡、9 人受傷。兩年之內兩次同類事故,令「斜坡」由個別地段嘅問題變成全港性嘅居住風險。

1972 年 6 月 18 日晚,港島半山寶珊道一帶多處山泥傾瀉,泥石流湧至旭龢道旭龢大廈,該廈隨即塌下,同時影響山坡下方一幢尚未入夥嘅建築物,最終 67 人喪生、20 人受傷。志錄其後明確記低:1972 年嘅災害,推動香港政府着手應對斜坡安全。

三、1977 年:由救災轉向規管

1977 年,香港政府設立土力工程處,負責監管岩土工程,藉此降低山泥傾瀉嘅禍害,同時規管山坡開發。呢個安排嘅重點唔係多一支救災隊伍,而係把「審圖、巡查、問責」放入同一個部門:斜坡由此有圖則、有標準、有負責人。

同年,天文台聯同土力工程處新增山泥傾瀉警告。警告嘅意義在於把氣象數據同斜坡狀況連起來:唔再等到塌坡才動員,而係喺雨量達到門檻時公開提醒市民遠離山坡。

1978 年,一套可遠程記錄嘅翻鬥式雨量計系統投入運作,透過電話線每 15 分鐘把數字化雨量讀數傳送去土力工程處控制中心。1979 年 11 月,《斜坡岩土工程手冊》初版推出,把審批同設計嘅做法寫成統一標準。

四、監測與地質基礎

制度建立之後,第一步係「睇住」。1979 年至 1990 年期間,土力工程處喺半山區 300 多個鑽孔進行地下水位監測,直接配合寶珊道滑坡研究。地下水係好多滑坡嘅觸發條件,冇長期讀數就冇辦法判斷一幅坡係穩定抑或正在變化。

1982 年 5 月,土力工程處設立香港地質調查單位,負責編製 1:20,000 地質圖,並提供地質數據同建議。呢一步把斜坡問題由「個別地盤」拉去「全港地質」:同一種岩石、同一組節理,喺唔同地方會有相似嘅破壞模式。

1984 年,港府出版《斜坡岩土工程手冊》,書中指出香港地下水一般為潛水。手冊由內部指引變成公開標準之後,私人發展商、顧問同承建商都要跟同一套說法,審批才有共同語言。

五、1990 年代:警告、監測與兩次大型事故

1990 年,屯門青山有天然斜坡塌下泥石流,土方量約 22,000 立方米,波及範圍長約一公里。天然山坡唔在建築圖則之內,呢類事故提醒當局:規管人造斜坡唔等於處理全部風險。

官方紀錄其後指出,自 1990 年代起土力工程處一直實施山泥傾瀉防治措施,令香港未再出現造成大量人員死亡或受傷嘅滑坡事故。但「大幅減少」唔等於「零」:1994 年 7 月 23 日,堅尼地城觀龍樓 D 座下方一幅護土牆崩塌,5 人死亡、3 人受傷。

1994 年 7 月 22 日至 26 日,山泥傾瀉警告連續生效 103 小時,係歷來持續最久嘅一次。1995 年 8 月 13 日,香港仔深灣道山泥傾瀉總體積達 26,000 立方米,係 1972 年寶珊道事故之後同類事故中體積最大嘅一宗;1999 年 8 月,石硤尾邨有 380 戶因為所處斜坡構成危險而要遷出。風險由半山同木屋區,轉向舊屋邨同私人斜坡。

六、2000 年代之後:天然山坡同極端暴雨

2008 年 6 月 7 日,暴雨令天然山坡喺偏遠地帶引發逾 2400 宗山泥傾瀉,北大嶼山公路交通一度中斷。呢批數字說明,極端暴雨之下最難處理嘅唔係一幅一幅已登記嘅斜坡,而係成千上萬幅未經工程處理嘅天然山坡。

2009 年,土力工程處完成設計並推出「寶珊排水隧道」,由 2 條排水隧道同 172 條排水斜管組成,以降低地下水位。做法由「擋住泥石」轉向「控制水壓」:唔再同山泥硬碰,而係令觸發條件唔出現。

2016 年 5 月 21 日,西貢東郊野公園內西灣路一帶天然山坡合計錄得 34 宗山泥傾瀉。2018 年嘅研究結論則為風險排序提供依據:就天然山坡發生山泥傾瀉而言,地震嘅影響明顯不及暴雨。資源因此仍然要壓在雨季。

七、仲有咩未解決

今日嘅斜坡安全,主力已經唔係新建工程,而係維修同責任:私人土地上一幅斜坡由邊個修、幾時修、修到咩標準,往往要業主立案法團同部門拉鋸。呢啲爭議唔會出現在事故統計,但正係風險累積嘅地方。

另一邊係氣候:同一套警告門檻,遇上更密集嘅極端暴雨,會唔會仍然適用,需要官方逐次檢視。呢篇只寫到志錄收錄嘅年份,之後嘅更新同檢討,一律留白而唔靠估。

未解與缺口

  • 1950 年之前只有個別事故有紀錄,逐年傷亡數字冇系統序列,所以「每年幾多人死於山泥傾瀉」答唔到。
  • 1977 年之前全港斜坡數目、維修責任分布未見官方序列,規管前嘅風險總量無法量化。
  • 1994 年觀龍樓同 1995 年深灣道事故嘅調查報告全文未逐頁核讀,本篇只引志錄摘要。
  • 2018 年地震風險研究之後嘅官方更新(例如新一份斜坡安全策略)未收錄。
  • 私人土地斜坡嘅修葺令數目同遵辦率未收錄,唔靠估補。

文獻點讀

  • 《香港志·自然》自然環境第 29、230、259、465、535、559、572 至 577、593、630、632、713、715 頁主要來源:岩土工程、地質調查、雨量監測同逐次事故嘅官方記述。官方/出版者網址
  • 《香港志·總述 大事記》(公元前 5000 年至 2017 年,共 6,500 多條大事)第 34、175、348、425、491 頁補戰前事故、1966 年雨災同 1990 年青山事故嘅日期同數字。官方/出版者網址

頁碼係電子書頁碼;同一本書不同版次可能移位。引用時請連書名、卷冊同頁碼一齊寫。

English

1. Rainstorms are not new: from 1889 to 1948

The earliest recorded case is 29 May 1889, when the Observatory measured 581 millimetres of rain and landslides damaged part of the Peak Tram alignment. There were no geotechnical engineers and no slope register; after the rain the work was road repair and clearance, not asking who was responsible for a slope.

From 14 July 1925, days of rain set off major landslides across the Mid-Levels. Seven houses at Po Hing Fong were destroyed and 75 people died, most of them prominent Chinese merchants. The review that followed still treated the problem as excessive rain; retaining structures were privately built and no one checked the drawings.

On 19 July 1926 a single day of rain set the highest daily total recorded up to 2020. The lesson was not that rainstorms happen but where they land. Official figures after the war make the same point: from 1948 to 2017, landslides killed close to five hundred people in Hong Kong.

2. 1966 and 1972: two disasters that changed direction

On 11 June 1966 three days of heavy rain brought landslides and collapsed buildings across the territory: 64 dead, 48 missing, 29 injured and 6,183 people affected. The disaster showed that the risk was no longer confined to Mid-Levels houses but covered squatter areas and temporary structures.

On 13 June 1968 a slope above Ma Shan Tsuen in Shau Kei Wan gave way, crushing several wooden huts and killing 16 people with 9 injured. Two comparable disasters within two years turned slopes from a site-specific issue into a territory-wide housing risk.

On the evening of 18 June 1972, landslides struck the Po Shan Road area of the Mid-Levels. A debris flow reached Kotewall Court, the building collapsed, an unoccupied block below was also affected, and 67 people died with 20 injured. The chronicle records the consequence directly: the 1972 disaster pushed the Government to take up slope safety.

3. 1977: from relief to regulation

In 1977 the Government established the Geotechnical Engineering Office to regulate geotechnical work, reduce landslide damage and control slope development. The point was not another rescue unit but a single office holding plan checking, inspection and accountability: slopes now had drawings, standards and an owner.

That same year the Observatory and the new office introduced the landslide warning. Its significance was to link rainfall data with slope condition: instead of mobilising after a collapse, the system warns the public when rainfall crosses a threshold.

In 1978 a remote-recording tipping-bucket rain gauge network began operating, sending digital readings to the office control centre over telephone lines every 15 minutes. In November 1979 the first edition of the Geotechnical Manual for Slopes appeared, turning approval and design practice into a common standard.

4. Monitoring and the geological base

Once the system existed, the first task was to watch. Between 1979 and 1990 the office monitored groundwater levels in more than 300 boreholes in the Mid-Levels as part of the Po Shan Road landslide study. Groundwater is a trigger for many failures; without long readings there is no way to tell a stable slope from one that is changing.

In May 1982 the office set up a Hong Kong geological survey unit to produce 1:20,000 geological maps with data and advice. This moved slope work from individual sites to the territory’s geology: the same rock and the same joint sets tend to fail in similar ways wherever they occur.

In 1984 the Government published the Geotechnical Manual for Slopes, which notes that groundwater in Hong Kong is generally perched. Once an internal guide became a public standard, developers, consultants and contractors shared one vocabulary and approvals had a common reference.

5. The 1990s: warnings, monitoring and two large failures

In 1990 a natural slope at Castle Peak in Tuen Mun failed, sending roughly 22,000 cubic metres of debris over about a kilometre. Natural hillsides sit outside building plans, and such failures reminded the authorities that regulating man-made slopes does not cover every risk.

Official records state that from the 1990s the office has continuously carried out landslide prevention measures, and Hong Kong has since avoided landslides causing mass casualties. A large reduction is not zero: on 23 July 1994 a retaining wall below Block D of Kwun Lung Lau in Kennedy Town collapsed, killing 5 people and injuring 3.

From 22 to 26 July 1994 the landslide warning stayed in force for 103 hours, the longest on record. On 13 August 1995 a landslide at Sham Wan Road in Aberdeen reached 26,000 cubic metres, the largest of its kind since Po Shan Road in 1972; in August 1999, 380 households at Shek Kip Mei Estate had to move out because of the slope above them. The risk had shifted from hillside houses to old estates and private slopes.

6. After 2000: natural hillsides and extreme rain

On 7 June 2008 rain triggered more than 2,400 landslides on natural hillsides in remote areas, cutting the North Lantau Highway. The numbers show that in extreme rain the hardest problem is not a register of engineered slopes but thousands of natural hillsides that have never been treated.

In 2009 the office completed the Po Shan drainage tunnel scheme: 2 tunnels and 172 raking drains to lower the groundwater table. The approach shifted from holding debris back to controlling water pressure, so that the trigger does not arise in the first place.

On 21 May 2016 natural hillsides along Sai Wan Road inside Sai Kung East Country Park recorded 34 landslides in total. A 2018 study supplied the basis for prioritisation: for natural hillsides, earthquakes matter markedly less than rainstorms, so resources stay concentrated on the wet season.

7. What remains unresolved

Slope safety today is less about new construction than about maintenance and responsibility: who repairs a slope on private land, when, and to what standard is often a negotiation between owners’ corporations and departments. Such disputes never appear in casualty statistics, yet they are where risk accumulates.

The other open question is climate: whether the same warning thresholds still fit denser extreme rainfall needs case-by-case official review. This dossier stops at the years covered by the chronicle; later updates and reviews are left blank rather than guessed.

Gaps

  • Before 1950 only individual events are recorded; there is no systematic year-by-year casualty series, so annual landslide deaths cannot be answered.
  • No official series for the number of slopes or the distribution of maintenance responsibility before 1977 exists, so the pre-regulation risk base cannot be quantified.
  • The full investigation reports for Kwun Lung Lau (1994) and Sham Wan Road (1995) have not been read page by page; only the chronicle summaries are used.
  • Official updates after the 2018 seismic risk study, such as a newer slope safety strategy, are not covered.
  • The number of repair orders on private slopes and compliance rates are not covered, and are not estimated.

相關頁

引用本篇:請連標題、網址同「香港紀事館深度專題」一齊寫;時間線內每條條目仍以原書頁碼為準。

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