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Optimized design of storm surge barrier and seawall defenses for Macao under extreme typhoons and sea-level rise

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This study presents an optimized design for storm surge barriers and seawall defenses in Macao, addressing the vulnerabilities of low-lying coastal metropolises to intensified typhoon-induced storm surges and rising sea levels. Utilizing a high-resolution coupled model, the research evaluates the effectiveness of hard engineering solutions, revealing that existing seawall plans are inadequate. It proposes a storm surge barrier with a crest height of 2.40 m above mean sea level to prevent inundation during extreme events.
Optimized design of storm surge barrier and seawall defenses for Macao under extreme typhoons and sea-level rise

The challenge presented demands a nuanced approach that transcends simple engineering fixes, requiring instead a holistic understanding of the complex interplay between rising seas and intensifying storms. Such scenarios test the very foundations of coastal resilience, exposing vulnerabilities often overlooked in traditional models. It compels a shift towards integrated strategies where natural elements are not merely complementary but integral components of defense systems. This perspective directly resonates with insights gleaned from studies exploring nature-based solutions, particularly regarding artificial reefs that dissipate energy and provide crucial habitat buffers, a concept vividly illustrated in [Coastal protection services provided by nature-based solutions: artificial and natural reefs]. Understanding these synergies is paramount for effective long-term planning, moving beyond isolated infrastructure assumptions towards a more sustainable foundation.

Furthermore, the critical need for such integrated defenses becomes starkly clear when considering the specific vulnerabilities highlighted by recent research. Approaches relying solely on massive seawalls often face limitations under prolonged or extreme events, as emphasized by findings regarding wave energy redistribution and the specific conditions under which barriers perform optimally; thus, the analysis provided offers a crucial alternative framework. This demands careful consideration of the urban shoreline's intricate topography and flow patterns, a task underscored by [Impact of typhoon translation speed on swell-dominated wave energy redistribution along Zhejiang Coast]. The results presented reveal significant gaps in current planning, especially regarding the precise thresholds for crest heights and crest elevations that ensure stability against future, more severe typhoon impacts, making the proposed solutions not merely beneficial but essential for survival.

Implementing these optimized designs necessitates careful coordination across various stakeholders, from engineers to local authorities, demanding robust communication channels to ensure buy-in and effective execution. The economic considerations must be balanced against the potential long-term cost savings and enhanced community safety, avoiding the pitfalls of hasty implementation. This process also presents an opportunity to refine existing portfolios, integrating these insights into broader coastal management practices. The lessons learned here are transferable, offering a blueprint applicable to other urban coastal areas facing similar threats, though adaptation remains crucial. The effectiveness ultimately hinges on meticulous execution and continuous monitoring, ensuring the barriers perform as designed under evolving conditions.

The true measure of success lies not just in preventing inundation but in fostering adaptive capacity within the community itself. It requires building resilience into the very fabric of urban development, potentially incorporating nature-based elements elsewhere as well. This necessitates ongoing vigilance and flexibility, recognizing that defenses must evolve alongside changing climate realities and new scientific understanding. Consequently, the path forward demands not just construction but sustained investment and strategic planning, ensuring this critical infrastructure remains a cornerstone of safety. Such vigilance offers a valuable lesson, prompting us to continuously assess and potentially refine strategies, ensuring coastal communities worldwide possess the necessary tools to navigate the intensifying challenges ahead. The urgency calls for proactive, integrated solutions that truly protect lives and economies.

Therefore, while the immediate task requires focused effort, the ultimate goal points towards a more resilient coastal future where defense strategies are informed by a comprehensive view of nature and engineered systems, guided by the valuable lessons derived from similar challenges elsewhere. The responsibility rests here to ensure the application of these insights is both widespread and enduring.

For low-lying coastal metropolises all over the world, coastal infrastructure is particularly vulnerable to typhoon-induced storm surges, which can be significantly intensified by accelerating sea-level rise. The efficacy of hard engineering defenses in such dynamically changing conditions needs thorough evaluation. This study employs a high-resolution coupled model to evaluate and optimize hard engineering defenses and propose an economic yet effective design criterion, taking the Macao Peninsula as a key example. The modeling framework rests on a novel blended Holland-ERA5 wind field and an unstructured computational mesh refined to 10 m resolution along the Macao coastline. Concretely, the analysis demonstrates that the government’s existing plan for an inner harbor seawall is insufficient, whereas a storm surge barrier at the harbor entrance is necessary when considering future sea-level rise. Meanwhile, the minimum crest height of the barrier can be lower than the height of a peak storm tide. For instance, a barrier crest height of just 2.40 m above mean sea level can effectively prevent inundation during Typhoon Hato, which had a peak storm tide of 3.78 m. The difference stems from the short duration of the surge peak and the limited overflow volume, revealing a design criterion that the barrier height can be decoupled from absolute peak water levels by exploiting the buffering capacity of the sheltered basin. This study also identifies key vulnerabilities along the urban shoreline where no overflow can be tolerated, and prescribes staged crest elevations for both the supplementary seawalls and the barrier itself under present-day and future sea-level conditions. Without these integrated defenses, the extent of Hato-intensity inundation would expand by 13% by mid-century and 84% by the end of the century under a high-emission trajectory. By establishing a transferable methodology that links dynamic surge processes to cost-efficient defense elevations, this work provides both an applicable design criterion and a high-resolution modeling framework that can be adapted to other tidally choked urban estuaries worldwide.

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#storm surge barrier#sea-level rise#seawall defenses#hard engineering defenses#Macao Peninsula#typhoon#high-resolution modeling#coastal infrastructure#peak storm tide#crest height#inundation#sheltered basin#urban shoreline#design criterion#computational mesh#Hato-intensity inundation#dynamic surge processes#vulnerabilities#economical design#tidally choked urban estuaries